GSR Roads (NH & State Sector) 2020 PDF
GSR Roads (NH & State Sector) 2020 PDF
GSR Roads (NH & State Sector) 2020 PDF
Sub: Goa Schedule of Rates - 2020 for Roads & Bridges (Part -I - Highway Sector & Part - 11 -
State Sector)
The Goa Schedule of Rates for Roads & Bridges (Part - I - Highway Sector) was last revised
on 20th May, 2015 & (Part - II - State Sector) was last revised on 1st December, 2015 and is in
operation till date. Consequent upon the increase in prices of basic road construction materials,
transportation cost, labour and machinery charges etc. it became necessary to revise the Schedule
of Rates to match with the prevailing market rates.
Accordingly the new Goa Schedule of Rates - 2020 for Roads & Bridges (Part - I - Highway Sector &
Part - II - State Sector) has been prepared on the similar lines of earlier Schedule of Rates by
obtaining quotations from the manufacturers or authorized dealers from the local market excluding
GST.
This new Goa Schedule of Rates - 2020 for Roads & Bridges (Part - I - Highway Sector &
Part - II - State Sector) will be effective immediately from this date i.e. 11th May, 2020. superseding
all earlier Schedule of Rates for Road Works and any other Circulars issued in this regard.
The Goa Schedule of Rates - 2020 for Roads & Bridges (Part - I - Highway Sector & Part - II
- State Sector) shall be followed for preparation of new estimates and for working out of the
y
Reasonable Amounts in accordance with the stipulations under para 20.4 .3 of CPWD Works
Manual- 2014 for acceptance of tenders of the works for which the tenders are already invited/
being invited based on earlier Schedule ofRates. _
::IZ:.kar)
Principal Chief Engineer
P.W.D.
Copy to:
1. The Principal Chief Engineer, Altinho, Panaji - Goa.
2. The ChiefEngineer NH (R&B), 1/ II, PWD, Altinho, Panaji - Goa.
3. The Suptdg. Surveyor of Works, PWD, Altinho, Panaji - Goa.
4. The Suptdg. Engineer, C.0. I, II, 111, IV, V, VI, VII, VIII, IX, PWD, Goa
5. The Suptdg. Engineer (Mon. & Eva.), PWD, Altinho, Panaji - Goa.
6. The Executive Engineer, Works Div, I, 11, Ill, IV, V, VI , VII, VIII, IX, X, XI , XII , XIII, XIV, XV, XVI, XV, XVI,
XVII, XVIII, IXX, XX, XXI, XXII , XXIII, XXIV & XXV, PWD, Goa.
7. The Jt Director of Accounts, PWD, Altinho, Panaji - Goa.
Copy with compliments to:
1. The Secretary, PWD, Govt of Goa, Secretariat, Porvorim - Goa.
2. The OSD to Hon'ble Minister of PWD, Secretariat, Porvorim - Goa.
- ( l
CIRCULAR
Sub : Goa Schedule of Rates - 2020 for Roads & Bridges (Part - I - Highway Sector & Part - II - State
Sector)
The Goa Schedule of Rates for Roads & Bridges (Part - I - Highway Sector) was last revised on 20 th
May, 2015 & (Part - II - State Sector) was last revised on 1st December, 2015 and is in operation till da te.
Consequent upon the increase in prices of basic road construction materials, transportation cost, labour a nd
machinery charges etc. it became necessary to revise th e Schedule of Rates to match with the prevai ling
market rates .
Accordingly the new Goa Schedule of Rates - 2020 for Roads & Bridges (Part - I - Highway Sector & Part - II -
State Sector) has been prepared on the similar lines of earlier Schedule of Rates by obtaining quotations from
the manufacturers or authorized dealers from the local market excluding GST.
This new Goa Schedule of Rates - 2020 for Roads & Bridges (Part - I - Highway Sector & Part - II -
State Sector) will be effective immediately from this date i.e. ltth May, 2020. superseding all earlier Schedule
of Rates for Road Works and any other Circulars issued in this regard.
The Goa Schedule of Rates - 2020 for Roads & Bridges (Part - I - Highway Sector & Part - II - State
Sector) shall be followed for preparation of new estimates and for working out of the Reasonable Amounts in
accordance with the stipulations under para 20.4.3 of CPWD Works Manual- 2014 for acceptance of tenders
of the works for which the tenders are already invited/ being invited based on earlier Schedule of Rates.
gJ./-
(U. P. Parsekar)
Principal ChiefEngineer
P.W.D.
Authorized for Issue
~
(Antony Mathew)
Suptdg. Surveyor of Works
Copy to:
1. The Principal Chief Engineer, Altinho, Panaji - Goa.
2. The Chief Engineer NH (R&B), I/ II, PWD, Altinho, Panaji - Goa .
3. The Suptdg. Surveyor of Works, PWD, Altinho, Panaji - Goa.
4. The Suptdg. Engineer, C.O. I, II, Ill, IV, V, VI, VII, VIII, IX, PWD , Goa
5. The Suptdg. Engineer (Mon. & Eva.) , PWD, Altinho, Panaji - Goa.
6. The Executive Engineer, Works Div, I, II, Ill, IV, V, VI, VII, VIII, IX, X, XI, XII , XIII , XIV, XV, XVI , XV, XVI, XVII , XVIII ,
IXX, XX, XXI, XXI I, XXIII, XXIV & XXV, PWD, Goa.
7. The Jt Director of Accounts, PWD, Altinho, Panaji - Goa.
1. The Goa Schedule of Rates 2020 Roads & Bridges, (Part - I - Highway Sector & Pa rt -
II - State Sector) is a revised edition of Goa Schedule of Rates 2014 Road s & Bridges,
(Part - I - Highway Sector & Part - II - State Sector).
2. Goa Schedule of Rates 2020 Roads & Bridges, (Part - I - Highway Sector & Part - II -
State Sector), incorporates most of the items of Goa Schedule of Rates 2014 Roads &
Bridges, (Part - I - Highway Sector & Part - II - State Sector). Some items of the Goa
Schedule.of Rates 2014 Roads & Bridges, (Part - I - Highway Sector & Part - 11 - State
Sector) have been deleted. Similarly, some of the Rate Analysis have been
e modified/corrected. The schedule of rates is for estimating purpose only and shall
be followed for both original and maintenance work.
3. The Basic Rates of Materials, incorporated in the Analysis of Rates, perta ins to
materials confirming to CPWD Specifications/MORTH Specifications/ Materials of
Good Quality generally available in the market. Labour rates are taken from the
minimum wages notification iss~ed by the Government of Goa, Office of the
Commissioner, Labour & Employment, vide Notification No. 24/21/2009-LAB-
II(14) dated 24th May 2016, with the revised Dearness Allowances vide Order No.
CLE/PA/MWA-VDA/ (10)/2016/3507 dated 04/09/2018.
4. All the Basic Rates of the Materials considered are excluding taxes (GST) for (Part - I
- Highway Sector & Part - II - State Sector). The Item Rates are exclusive of taxes
(GST) but inclusive 1% Labour cess for (Part - II - State Sector) only.
5. Lots of efforts have gone into the preparation of Goa Schedule of Rates 2020 Roads
& Bridges, (Part - I - Highway Sector & Part - II - State Sector). I, on behalf of the
committee convey my deep appreciation & sincere thanks to all the Engineers of the
department for their sincere efforts they made in the preparation of this document.
6. Use of Goa Schedule of Rates 2020 Roads & Bridges, (Part - I - Highway Sector &
Part - II - State Sector) by PSUs, private bodies & individuals shall be at their own
discretion . Public Works Department, Goa shall not be responsible for any
ambiguity, discrepancy, dispute or financial loss arising directly or indirectly by
using or following Analysis of Rates by such Govt. /Private bodies or individuals.
7. Due care has been taken by the committee constituted, to prepare the Goa Schedule
of Rates 2020 Roads & Bridges, (Part -I - Highway Sector & Part - II - State Sector)
as correctly as possible. It is however possible that, some errors might have crept in,
due to oversight. Acknowledging that 'TO ERR IS HUMAN', if any
ambiguities/discrepancies/mistakes/omissions, are noticed in the Basic Rates of
Materials, Hire Charges for Plants& Machinery for Road Works, GSR Items,
Specifications of Items & Rate Analysis, by any Technical Staff or even by
Contractors, at any stages of work, (either before execution, during execution or
after execution of the work), the same may be promptly brought to the notice of the
Superintending Surveyor of Works, Public Works Department, Altinho, Panaji, Goa,
so that the same may be immediately rectified, through a Corrigendum.
~
(ANTONY MATHEW)
Superintending Surveyor of Works,
Public Works Department,
Altinho, Panaji - Goa.
Goa Schedule of Rates
Roads & Bridges, 2020
(Part-I - Highway Sector)
INDEX
SR. NO. DESCRIPTION PAGE NO.
I Rates of (A) Rates of Plant and Machinery P&M 001 – P&M 121
(B) Labour L 01 – L 19
(C) Material M 001 – M 196
II ITEMS OF WORK
1 Carriage Of Materials 1.1 – 1.8
2 Site Clearance 2.1 – 2.14
3 Earth Work, Erosion Control And Drainage 3.1 – 3.36
Sub-Bases, Bases Non- Bituminous And
4
Shoulders 4.1 – 4.26
5 Bases And Surface Courses Bituminous 5.1 – 5.18
6 Geosynthetics and einforced Earth 6.1
Traffic Signs, Markings & Other Road
7
Appurtenances 7.1 – 7.33
8 Pipe Culverts 8.1 – 8.3
9 Maintenance Of Roads 9.1 – 9.13
10 Horticulture 10.1 – 10.18
11 Foundations 11.1 – 11.41
12 Sub-Structure 12.1 – 12.16
13 Super Structure 13.1 – 13.23
14 River Training And Protection Works 14.1 – 14.12
15 Repair And Rehabilitation 15.1 – 15.23
16 Miscelleneous Items 16.01 – 16.22
17 Cement Concrete Pavements 17.1 – 17.6
Requirements of Materials & Road Roller
18
Statement 3.16 – 13.3
(A) Usage Rates of Plant and Machinery
Output
Description of
Sl. No. Activity of Output Unit Rate
Machine
Machine
Air Compressor/Air capacity in
P&M-001 General Purpose 170/250 hour 550.00
Compressor 170 cfm cfm
Batching and Mixing
P&M-002 Plant (a) 30 cum Concrete Mixing cum/hour 20 hour 2100.00
capacity
Batching and Mixing
P&M-003 Plant (b) 15 - 20 cum Concrete Mixing cum/hour 13 hour 1670.00
capacity
Bitumen Pressure Applying bitumen tack
P&M-004 sqm/hour 1750 hour 850.00
Distributor coat
Bitumen Boiler oil capacity in
P&M-005 Bitumen Spraying 1500 hour 562.00
fired litre
Concrete Paver
Paving of concrete
P&M-006 Finisher with 40 HP cum / hour 20 hour 2750.00
surface
Motor
Concrete Pump of 45
P&M-007 Pumping of concrete cum / hour 33 / 22 hour 290.00
& 30 cum capacity
capacity in
P&M-008 Concrete Bucket For Pouring concrete 1 hour 70.00
cum
Concrete Mixer (a)
P&M-009 Concrete Mixing cum/hour 2.5 hour 296.00
0.4/0.28 cum
Concrete Mixer (b) 1
P&M-010 Concrete Mixing cum/hour 7.5 hour 256.00
cum
P&M-011 Crane (a) 80 tonnes Lifting Purpose hour 1130.00
1
Soil Ordinary/Soil
Hydraulic Excavator
P&M-026 Marshy / Soil cum/hour 60 /60 /60 hour 1600.00
of 1 cum bucket
Unsuitable
Integrated Stone
P&M-027 Crushing of Spalls TPH 100 hour 6700.00
Crusher 100THP
Integrated Stone
P&M-028 Crushing of Spalls TPH 200 hour 6700.00
Crusher 200 HP
Kerb Casting
P&M-029 Kerb Making Rm/hour 80 hour 43.00
Machine
capacity in
P&M-030 Mastic Cooker Mastic Wearing coat 1 hour 108.00
tonne
Mechanical Broom
P&M-031 Surface Cleaning sqm/hour 1250 hour 450.00
Hydraulic
Motor Grader 3.35 Clearing /Spreading 200/200/5
P&M-032 cum/hour hour 480.00
mtr blade /GSB /WBM 0/50
Mobile slurry seal Mixing and laying
P&M-033 sqm/hour 2700 hour 870.00
equipment slurry seal
Paver Finisher
Hydrostatic with Paving of DBM/
P&M-034 cum/hour 40 hour 2000.00
sensor control 100 BM/SDC/ Premix
TPH
Paver Finisher Paving of WMM
P&M-035 cum/hour 40/30 hour 1500.00
Mechanical 100 TPH /Paving of DLC
Piling Rig with 0.75 m dia to 1.2 m dia
P&M-036 Rm/hour 2 to 3 hour 4600.00
Bantonite Pump Boring attachment
Pneumatic Road Rolling of Asphalt
P&M-037 cum/hour 25 hour 818.00
Roller Surface
Pneumatic Sinking Pneumatic Sinking of
P&M-038 cum/hour 1.5 to 2.00 hour 3310.00
Plant wells
Pot Hole Repair
P&M-039 Repair of potholes cum/hour 4 hour 2355.00
Machine
Prestressing Jack Stressing of steel
P&M-040 hour 155.00
with Pump & access wires/stands
P&M-041 Ripper Scarifying cum/hour 60 hour 2000.00
2
Transit Mixer 3.0 Transportation of
P&M-051 cum/hour 3 hour 780.00
cum Concrete Mix to site
Transit Mixer 3.0 Transportation of
P&M-052 cum/hour 3 tonne. 30.00
cum Concrete Mix to site
km
Tractor/Tractor capacity in
P&M-053 Pulling 50 hour 410.00
(FARM) HP
Tractor with Rate of Tractor +
P&M-054 hour 170.00
Rotevator Rotevator
Rate of Tractor 6+
P&M-055 Tractor with Ripper hour 170.00
Ripper
Truck 5.5 cum per 10 capacity/c
P&M-056 Material Transport 4.5 km 80.00
tonnes um
Truck 5.5 cum per 10 capacity/c
P&M-057 Material Transport 4.5 hour 500.00
tonnes um
Truck 5.5 cum per 10 capacity/c
P&M-058 Material Transport 4.5 tonne. 8.00
tonnes um
km
Vibratory Roller 8 Earth or soil / GSB /
P&M-059 cum/hour 100/60/60 hour 1200.00
tonne WBM
capacity in
P&M-060 Water Tanker Water Transport 6 hour 300.00
KL
capacity in
P&M-061 Water Tanker Water Transport 6 km 300.00
KL
Wet Mix Plant 60
P&M-062 Wet Mix cum/hour 25 hour 1550.00
TPH
P&M-063 Air compressor with pneumatic chisel attachment for cutting hard clay. hour 425.00
Batch type cold mixing plant 100-120 TPH capacity producing an average
P&M-064 hour Input
output of 75 tonne per hour
P&M-065 Belt conveyor system hour Input
P&M-067 Cement concrete batch mix plant @ 175 cum per hour (effective output) hour 2758.00
P&M-068 Cement concrete batch mix plant @ 75 cum per hour hour 2758.00
P&M-076 Compressor with guniting equipment along with accessories hour 425.00
Drum mix plant for cold mixes of appropriate capacity but not less than 75
P&M-077 hour Input
tonnes/hour.
3
P&M-079 Generator 33 KVA hour 490.00
P&M-085 Piling rig Including double acting pile driving hammer (Hydraulic rig) hrs 5313.00
P&M-087 Snow blower equipment 140 HP @ 600 cum per hour hour Input
P&M-092 Vibrating Pile driving hammer complete with power unit and accessories. hour 1020.00
4
P&M-107 2010 Getman Road Builder hour
2544.00
P&M-108 1999 Gilcrest Propaver 413 hour
73.00
P&M-109 2004 Gilcrest Propaver 813 RT hour
805.00
P&M-110 2003 Gilcrest Propaver 813 RT hour
353.00
P&M-111 2002 Gilcrest Propaver 813 RT hour
344.00
P&M-112 2001 Gilcrest Propaver 813 RT hour
299.00
P&M-113 1998 Gilcrest Propaver 813 RT hour
264.00
P&M-114 1996 Gilcrest Propaver 813 RT hour
217.00
P&M-115 Gilcrest Propaver 813 RT hour
326.00
P&M-116 2014 Gilcrest Propaver 4410 hour
571.00
P&M-117 1998 Mauldin 1500 Superpaver hour
641.00
P&M-118 1987 Mauldin 1500 Superpaver hour
169.00
P&M-119 2012 Mauldin 1550 D Superpaver hour
1604.00
P&M-120 2001 Mauldin 1750 Superpaver hour
257.00
P&M-121 1973 Rincheval Roadsprayer hour
111.00
5
(B) Labour
Sl. No. Description of Labour Unit Rate
6
(C) Materials
M-001 Stone Boulder of size 150 mm and below at Cruser Plant cum 850.00
M-003 Boulder with minimum size of 300 mm for Pitching at Site cum 850.00
M-009 Granular Material or hard murrum for GSB works at Site Cum 536.00
M-014 Close graded Granular sub-base Material 37.5 mm to 9.5 mm cum 1250.00
M-015 Close graded Granular sub-base Material 26.5 mm to 9.5 mm cum 1250.00
M-016 Close graded Granular sub-base Material 9.5 mm to 4.75 mm cum 1300.00
M-017 Close graded Granular sub-base Material 9.5 mm to 2.36 mm cum 1300.00
M-018 Close graded Granular sub-base Material 4.75mm to 2.36 mm cum 1150.00
Close graded Granular sub-base Material 4.75mm to 75
M-019 1150.00
micron mm
M-020 Close graded Granular sub-base Material 2.36 mm cum 1150.00
Stone crusher dust finer than 3mm with not more than 10%
M-021 cum 800.00
passing 0.075 sieve.
M-022 Coarse graded Granular sub-base Material 2.36 mm & below cum 1040.00
7
Coarse graded Granular sub-base Material 4.75mm to 75
M-023 cum 1040.00
micron mm
Coarse graded Granular sub-base Material 4.75 mm to 2.36
M-024 cum 1040.00
mm
M-025 Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm cum 1040.00
Coarse graded Granular sub-base Material 26.5 mm to 4.75
M-026 cum 882.00
mm
M-027 Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm cum 882.00
M-028 Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm cum 745.00
8
M-055 Aggregates 40 mm nominal size cum 1250.00
M-062 Aluminium studs 100 x 100 mm fitted with lense reflectors nos 168.00
M-065 Bearing (Cast steel rocker bearing assembly of 250 tonne ) nos 29750.00
M-067 Bearing (Forged steel roller bearing of 250 tonne nos 27625.00
M-069 Bearing (PTFE sliding plate bearing assembly of 80 tonnes ) nos 11900.00
9
Bitumen (modified graded) /crumbed rubber bitumen-CRMB
M-078 tonne 32155.00
60-/Bulk(VG30 Base)
M-089 Credit for excavated rock found suitable for use cum 255.00
M-092 Earth Cost or compensation for earth taken from private land cum 350.00
M-095 Epoxy compound with accessories for preparing epoxy mortar kg 319.00
10
Galvanised structural steel plate 200 mm wide, 6 mm thick, 24
M-103 kg 47.00
m long
11
M-129 Nipples 12mm nos 13.00
M-135 Perforated pipe of cement concrete, internal dia 100 mm metre 177.00
M-137 Pipes 200 mm dia, 2.5 m long for drainage metre 140.00
M-138 Plastic sheath, 1.25 mm thick for dowel bars sqm 170.00
M-141 Pre moulded Joint filler,25 mm thick for expansion joint. sqm 1105.00
M-149 RCC Pipe NP 4 heavy duty non presure pipe 1000 mm dia metre 9489.00
M-150 RCC Pipe NP 4 heavy duty non presure pipe 1200 mm dia metre 11684.00
M-151 RCC Pipe NP 4 heavy duty non presure pipe 300 mm dia metre 1236.00
12
Reinforcement strips 60 mm wide 5 mm thick as per clause
M-156 metre 119.00
3102. (Stainless steel strips)
M-159 Sand bags (Cost of sand and Empty cement bag) nos
Sludge / Farm yard manure @ 0.18 cum per 100 sqm at site of
M-167 cum 1500.00
work for turfing/Manure
M-172 Steel drum 300 mm dia 1.2 m high/empty bitumen drum nos 150.00
13
M-183 Tie rods 20mm diameter nos 85.00
M-196 Wooden staff for fastening of flag 25 mm dia, one m long each 51.00
14
CHAPTER-1
CARRIAGE OF MATERIALS
Loading and unloading of stone boulder / stone
aggregates / sand / kanker / moorum. (Placing tipper
1.1 at loading point, loading with front end loader, dumping, cum 94.00
turning for return trip, excluding time for haulage and
return trip)
15
Crushing of stone aggregates 20 mm nominal size
(Crushing of stone boulders of 150 mm size in an
integrated stone crushing unit of 200 tonnes per hour
1.7 cum 1225.00
capacity comprising of primary and secondary crushing
units, belt conveyor and vibrating screens to obtain stone
aggregates of 20 mm nominal size.)
16
CHAPTER-2
SITE CLEARANCE
17
B Cement Concrete Grade M-15 & M-20 cum 590.00
Prestressed / Reinforced cement concrete grade M-20 &
C cum 1569.00
above
II By Mechanical Means for items No. 202( b) & ( c)
A Cement Concrete Grade M-15 & M-20 cum 642.00
Prestressed / Reinforced cement concrete grade M-20 &
B cum 1102.00
above
(ii) Dismantling Brick / Tile work
A In lime mortar cum 300.00
B In cement mortar cum 397.00
C In mud mortar cum 262.00
D Dry brick pitching or brick soling cum 242.00
(iii) Dismantling Stone Masonry
A Rubble stone masonry in lime mortar cum 339.00
B Rubble stone masonry in cement mortar. cum 397.00
C Rubble Stone Masonry in mud mortar. cum 300.00
D Dry rubble masonry cum 281.00
E Dismantling stone pitching/ dry stone spalls. cum 262.00
Dismantling boulders laid in wire crates including
F cum 300.00
opening of crates and stacking dismantled materials.
Wood work wrought framed and fixed in frames of
(iv) cum 713.00
trusses upto a height of 5 m above plinth level
Steel work in all types of sections upto a height of 5 m
(v)
above plinth level excluding cutting of rivet.
A Including dismembering tonne 1885.00
B Excluding dismembering. tonne 1404.00
C Extra over item No( V ) A and( V ) B for cutting rivets. tonne 13.00
Scraping of bricks dismantled from brick work including
(vi)
stacking.
1000
A In lime/Cement mortar 1690.00
numbers
1000
B In mud mortar 603.00
numbers
(vii) Scraping of Stone from dismantled stone masonry
A In cement and lime mortar cum 677.00
B In Mud mortar cum 144.00
Scarping plaster in lime or cement mortar from brick/
(viii) sqm 21.00
stone masonry
18
Removing all type of hume pipes and stacking within a
(ix) lead of 1000 metres including earthwork and dismantling
of masonry works.
A Up to 600 mm dia metre 251.00
B Above 600 mm to 900 mm dia metre 339.00
C Above 900 mm metre 580.00
Dismantling of Flexible Pavements (Dismantling of
flexible pavements and disposal of dismantled materials
2.5
up to a lead of 1000 metres, stacking serviceable and
unserviceable materials separately)
I By Manual Means
A Bituminous courses cum 913.00
B Granular courses cum 647.00
II By Mechanical Means
A Bituminous course cum 336.00
Dismantling of Cement Concrete Pavement
(Dismantling of cement concrete pavement by mechanical
means using pneumatic tools, breaking to pieces not
2.6 exceeding 0.02 cum in volume and stock piling at cum 1375.00
designated locations and disposal of dismantled materials
up to a lead of 1000 metres, stacking serviceable and
unserviceable materials separately)
Dismantling Guard Rails (Dismantling guard rails by
manual means and disposal of dismantled material with
2.7 all lifts and up to a lead of 1000 metres, stacking metre 97.00
serviceable materials and unserviceable materials
separately.)
Dismantling Kerb Stone (Dismantling kerb stone by
2.8 manual means and disposal of dismantled material with metre 17.00
all lifts and up to a lead of 1000 metre)
Dismantling Kerb Stone channel (Dismantling kerb
stone channel by manual means and disposal of
2.9 metre 26.00
dismantled material with all lifts and up to a lead of 1000
metre)
Dismantling Kilometre Stone (Dismantling of kilometre
stone including cutting of earth, foundation and disposal
2.10
of dismantled material with all lifts and lead upto 1000 m
and back filling of pit.)
A 5th KM stone each 476.00
B Ordinary KM Stone each 291.00
C Hectometre Stone each 58.00
19
Dismantling of Fencing (Dismantling of barbed wire
fencing/ wire mesh fencing including posts, foundation
concrete, back filling of pit by manual means including
2.11 metre 64.00
disposal of dismantled material with all lifts and up to a
lead of 1000 metres, stacking serviceable material and
unserviceable material separately. )
Dismantling of CI Water Pipe Line (Dismantling of CI
water pipe line 600 mm dia including disposal with all
2.12 lifts and lead upto 1000 metres and stacking of metre 166.00
serviceable material and unserviceable material
separately under supervision of concerned department)
20
CHAPTER-3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Excavation in Soil by Manual Means. (Excavation for
roadway in soil using manual means including loading in
3.1 cum 231.00
truck for carrying of cut earth to embankment site with
all lifts and lead upto1000 metres.)
Excavation in ordinary rock by manual means
(Excavation in ordinary rock using manual means
3.2 including loading in a truck and carrying of excavated cum 332.00
material to embankment site with in all lifts and leads
upto 1000 metres )
21
Excavation in Ordinary Rockusing Hydraulic
ExcavatorCK-90 and Tippers with disposal upto 1000
metres. (Excavation for roadway in ordinary rock with
hydraulic excavator of 0.9 cum bucket capacity including
3.7 cum 80.00
cutting and loading in tippers, transporting to
embankment site within all lifts and lead upto 1000 m,
trimming bottom and side slopes in accordance with
requirements of lines, grades and cross sections.)
Excavation in Hard Rock (blasting prohibited)
(Excavation for roadway in hard rock (blasting
prohibited) with rock breakers including breaking rock,
3.8 loading in tippers and disposal within all lifts and lead
upto 1000 metres, trimming bottom and side slopes in
accordance with requirements of lines, grades and cross
sections.)
A Mechanised cum 412.00
B Manual Method cum 1197.00
Excavation in Hard Rock (controlled blasting) with
disposal upto 1000 metres (Excavation for roadway in
hard rock with controlled blasting by drilling, blasting
3.9 and breaking, trimming of bottom and side slopes in cum 116.00
accordance with requirements of lines, grades and cross
sections, loading and disposal of cut road with in all lifts
and leads upto 1000 metres )
22
Excavation for Structures (Earth work in excavation of
foundation of structures as per drawing and technical
specification, including setting out, construction of
3.13 shoring and bracing, removal of stumps and other
deleterious matter, dressing of sides and bottom,
backfilling the excavation earth to the extent required
and utilising the remaining earth locally for road work.)
(i) Ordinary soil
A Manual Means (Depth upto 3 m) cum 386.00
B Mechanical Means (Depth upto 3 m) cum 52.00
(ii) Ordinary rock (not requiring blasting)
A Manual Means (Depth upto 3 m) cum 483.00
B Mechanical Means cum 67.00
(iii) Hard rock ( requiring blasting )
A Manual Means cum 735.00
(iv) Hard rock ( blasting prohibited )
A Mechanical Means cum 907.00
(v) Marshy soil
A Manual means ( upto 3 m depth) cum 750.00
B Mechanical Means cum 292.00
Scarifying Existing Granular Surface to a Depth of 50
mm by Manual Means (Scarifying the existing granular
3.14 sqm 32.00
road surface to a depth of 50 mm and disposal of scarified
material within all lifts and leads upto 1000 metres. )
Scarifying existing bituminous surface to a depth of
50 mm by mechanical means (Scarifying the existing
3.15 bituminous road surface to a depth of 50 mm and sqm 5.00
disposal of scarified material with in all lifts and lead upto
1000 metres.)
Embankment Construction with Material Obtained
from Borrow Pits (Construction of embankment with
approved material obtained from borrow pits with all
3.16 cum 613.00
lifts and leads, transporting to site, spreading, grading to
required slope and compacting to meet requirement of
table 300-2)
Construction of Embankment with Material
Deposited from Roadway Cutting (Construction of
embankment with approved materials deposited at site
3.17 cum 69.00
from roadway cutting and excavation from drain and
foundation of other structures graded and compacted to
meet requirement of table 300-2)
23
Construction of Subgrade and Earthen Shoulders
(Construction of subgrade and earthen shoulders with
approved material obtained from borrow pits with all
3.18 cum 630.00
lifts & leads, transporting to site, spreading, grading to
required slope and compacted to meet requirement of
table No. 300-2)
3.19 Compacting Original Ground
Compacting original ground supporting subgrade
(Loosening of the ground upto a level of500 mm below
Case-
the subgrade level, watered, graded and compacted in cum 36.00
I
layers to meet requirement of table 300-2 for subgrade
construction.)
Case- :Compacting original ground supporting
cum 28.00
II embankment
Stripping and Storing Top Soil (Stripping, storing of top
soil by road side at 15 m internal and re-application on
3.20 embankment slopes, cut slopes and other areas in cum 256.00
localities where the available embankment material is not
conducive to plant growth)
24
B Manual Means metre 97.00
Surface Drains in Ordinary Rock (Construction of
unlined surface drain of average cross sectional area 0.4
sqm in ordinary rock to specified lines, grades, levels and
3.25
dimensions as per approved design and to the
requirement of clause 301 to 309. Excavated material to
be used in embankment at site.)
A Mechanical Means metre 154.00
B Manual Means metre 145.00
Surface Drains in Hard Rock (Rate per metre may be
3.26 metre
worked out based on quantity of hard rock as per design.)
Sub Surface Drains with Perforated Pipe (Construction
of subsurface drain with perforated pipe of 100 mm
internal diameter of metal/ asbestos cement/ cement
concrete/PVC, closely jointed, perforations ranging from
3.27 3 mm to 6 mm depending upon size of material metre 517.00
surrounding the pipe, with 150 mm bedding below the
pipe and 300 mm cushion above the pipe, cross section of
excavation 450 x 550 mm. Excavated material to be
utilised in roadway at site )
Aggregate Sub- Surface Drains (Construction of
aggregate sub surface drain 300 mm x 450 mm with
3.28 metre 187.00
aggregates conforming to table 300-4, excavated material
to be utilised in roadway )
Underground Drain at Edge of Pavement (Construction
of an underground drain 1 m x 1 m (inside dimensions)
3.29 metre 4310.00
lined with RCC-20 cm thick and covered with RCC slab10
cm in thickness on urban roads)
Preparation and Surface Treatment of formation.
(Preparation and surface treatment of formation by
removing mud and slurry, watering to the extent needed
3.30 sqm 3.00
to maintain the desired moisture content, trimming to the
required line, grade, profile and rolling with 8-10 tonne
smooth wheeled roller, complete as per clause 310.)
25
1000 metres)
Excavation in Hilly Area in Ordinary Rock by
Mechanical Means not Requiring Blasting. (Excavation
in hilly area in ordinary rock not requiring ballasting by
3.33 cum 139.00
mechanical means including cutting and trimming of
slopes and disposal of cut material with all lift and lead
upto 1000 metres )
Excavation in Hilly Areas in Hard Rock Requiring
Blasting (Excavation in hilly areas in hard rock requiring
3.34 blasting, by mechanical means including trimming of cum 201.00
slopes and disposal of cut material with all lifts and lead
upto 1000 metres.)
To be
Work in Urban Roads (The cost of earth work in urban worked
3.35 roads inhabited area will be comparatively higher due to out as per
following reasons:) site
conditions
Construction of embankment with Flyash conforming
to table 1 of IRC: SP: 58 - 2001 obtained from coal or
lignite burning thermal power stations as waste material,
3.36 cum 397.00
spread and compacted in layer of 200mm thickness each
at OMC, all as specified in IRC: SP: 58-2001 and as per
approved plans.
26
CHAPTER-4
27
Lime Stabilisation for Improving Subgrade (Laying
and spreading available soil in the subgrade on a
prepared surface, pulverising, mixing the spread soil in
4.3 place with rotavator with 3 % slaked lime having
minimum content of 70% of CaO, grading with motor
grader and compacting with the road roller at OMC to the
desired density to form a layer of improved sub grade)
28
Inverted Choke (Construction of inverted choke by
providing, laying, spreading and compacting screening B
4.8 type/ coarse sand of specified grade in uniform layer on a cum 1623.00
prepared surface with motor grader and compacting with
power roller etc)
29
Grading- III (Using Screening Crushable type such as
(iii)
Moorum or Gravel)
Using Screening Crushable type such as Moorum or
(a) cum 1934.00
Gravel
(b) Using Screening Type-B (11.2mm Agg.) cum 2273.00
Crushed Cement Concrete Sub-base / Base (Breaking
and crushing of material obtained by breaking damaged
cement concrete slabs to size range not exceeding 75 mm
as specified in table 400.7 transporting the aggregates
4.10 cum 755.00
obtained from breaking of cement concrete slabs at a lead
of L km., laying and compacting the same as sub base/
base course, constructed as WBM to clause 404 except
the use of screening or binding Material.)
30
Footpaths and Separators (Construction of
footpath/separator by providing a 150 mm compacted
granular sub base as per clause 401 and 25 mm thick
4.16 sqm 978.00
cement concrete grade M15, over laid with precast
concrete tiles in cement mortar 1:3 including provision of
all drainage arrangements but excluding kerb channel..)
31
Supplying of laterite stone soling of size 150-200 mm size
and murrum having P.I. Value not more than 6 and laying
including packing with smaller stones and consolidation
4.23 cum 1480.00
with power road roller including spreading, watering and
consolidation of binding material etc.(Measurements
shall be considered on finished item) .
32
CHAPTER-5
33
Built-Up-Spray Grout (Providing, laying and rolling of
built-up-spray grout layer over prepared base consisting
of a two layer composite construction of compacted
crushed coarse aggregates using motor grader for
aggregates. key stone chips spreader may be used with
5.5 sqm 309.00
application of bituminous binder after each layer, and
with key aggregates placed on top of the second layer to
serve as a Base conforming to the line, grades and cross-
section specified, the compacted layer thickness being 75
mm)
Dense Graded Bituminous Macadam (Providing and
laying dense bituminous macadam with 100-120 TPH
batch type HMP producing an average output of 75
tonnes per hour using crushed aggregates of specified
grading, premixed with bituminous binder @ 4.0 to 4.5%
by weight of total mix of mix and filler, transporting the
5.6
hot mix to work site, laying with a hydrostatic paver
finisher with sensor control to the required grade, level
and alignment, rolling with smooth wheeled, vibratory
and tandem rollers to achieve the desired compaction as
per MoRTH specification clause No. 505 complete in all
respects.)
(i) for Grading I ( 40 mm nominal size ) cum 8273.00
(ii) for Grading II(19 mm nominal size) cum 8330.00
Semi - Dense Bituminous Concrete (Providing and
laying semi dense bituminous concrete with 100-120
TPH batch type HMP producing an average output of 75
tonnes per hour using crushed aggregates of specified
grading, premixed with bituminous binder @ 4.5 to 5 %
5.7 of mix and filler, transporting the hot mix to work site,
laying with a hydrostatic paver finisher with sensor
control to the required grade, level and alignment, rolling
with smooth wheeled, vibratory and tandem rollers to
achieve the desired compaction as per MORT& H
Specifications, Fifth Edition.
(i) for Grading I ( 13 mm nominal size ) cum 8686.00
(ii) for Grading II(10 mm nominal size) cum 9175.00
34
Bituminous Concrete (Providing and laying bituminous
concrete with 100-120 TPH batch type hot mix plant
producing an average output of 75 tonnes per hour using
crushed aggregates of specified grading, premixed with
bituminous binder @ 5.4 to 5.6 % of mix and filler,
5.8 transporting the hot mix to work site, laying with a
hydrostatic paver finisher with sensor control to the
required grade, level and alignment, rolling with smooth
wheeled, vibratory and tandem rollers to achieve the
desired compaction as per MORTH specification clause
No. 507 complete in all respects)
35
Close Graded Premix Surfacing/Mixed Seal Surfacing
(Mechanical means using HMP of appropriate capacity
not less than 75 tonnes/hour. Providing, laying and
rolling of close-graded premix surfacing material of 20
mm thickness composed of 11.2 mm to 0.09 mm (Type-a)
5.11 or 13.2 mm to 0.09 mm (Type-b) aggregates using sqm 175.00
penetration grade bitumen to the required line, grade and
level to serve as wearing course on a previously prepared
base, including mixing in a suitable plant, laying and
rolling with a Smooth wheeled roller 8-10 tonne capacity,
and finishing to required level and grade. )
Seal Coat (Providing and laying seal coat sealing the
5.12 voids in a bituminous surface laid to the specified levels,
grade and cross fall using Type A and B seal coats)
(i) Case - I : Type A sqm 59.00
36
1.In case it is decided by the engineer to blind the fog
5.16 sqm 5.00
spray, the following may be added
37
CHAPTER-6
38
CHAPTER-7
39
Retro- reflectorised Traffic signs (Providing and fixing
of retro- reflectorised cautionary, mandatory and
informatory sign as per IRC :67 2012 made of high
intensity Grade sheeting using ASTM sheeting "C' type XI
micro prismatic retro reflective material vide clause
801.3, fixed over aluminium sheeting, 2 mm thick with
area not exceeding 0.9 sqm supported on a mild steel
angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the
7.4 ground by means of properly designed foundation with
M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60
cm below ground level as per approved drawing)etc
complete as per MORT &H Specifications Fifth Edition. A
10 years warranty for Retro Reflective Sheeting from the
original sheeting manufacturer & a certified copy of three
years outdoor exposure report from an independent test
lab for the product offered shall be submitted by the
contractor.
(i) 90 cm equilateral triangle each 7204.00
( ii ) 60 cm equilateral triangle each 4252.00
( iii ) 60 cm circular each 6185.00
( iv ) 80 mm x 60 mm rectangular each 9183.00
(v) 60 cm x 45 cm rectangular each 5987.00
(vi ) 60 cm x 60 cm square each 7356.00
( vii ) 90 cm high octagon each 12104.00
Direction and Place Identification signs upto 0.9 sqm
size board. (Providing and erecting direction and place
identification retro-reflectorised sign as per IRC :67 2012
made of high intensity Grade sheeting using ASTM
sheeting "C' type XI micro prismatic retro reflective
material vide clause 801.3, fixed over aluminium
sheeting, 2 mm thick with area not exceeding 0.9 sqm
supported on a mild steel angle iron post 75 mm x 75 mm
7.5 x 6 mm firmly fixed to the ground by means of properly sqm 17284.00
designed foundation with M15 grade cement concrete 45
cm x 45 cm x 60 cm, 60 cm below ground level as per
approved drawing)etc complete as per MORT &H
Specifications Fifth Edition. A 10 years warranty for Retro
Reflective Sheeting from the original sheeting
manufacturer & a certified copy of three years outdoor
exposure report from an independent test lab for the
product offered shall be submitted by the contractor.
40
Direction and Place Identification signs with size
more than 0.9 sqm size board. (Providing and erecting
direction and place identification retro-reflectorised sign
as per IRC :67 2012 made of high intensity Grade sheeting
using ASTM sheeting "C' type XI micro prismatic retro
reflective material vide clause 801.3, fixed over
aluminium sheeting, 2 mm thick with area exceeding 0.9
sqm supported on a mild steel angle iron post 75 mm x
7.6 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by sqm 17647.00
means of properly designed foundation with M 15 grade
cement concrete45 cm x 45 cm x 60 cm, 60 cm below
ground level as per approved drawing)etc complete as
per MORT &H Specifications Fifth Edition. A 10 years
warranty for Retro Reflective Sheeting from the original
sheeting manufacturer & a certified copy of three years
outdoor exposure report from an independent test lab for
the product offered shall be submitted by the contractor.
Overhead Signs (Providing and erecting overhead signs
with a corrosion resistant aluminium alloy sheet as per
IRC :67 2012 made of high intensity Grade sheeting using
ASTM sheeting "C' type XI micro prismatic retro reflective
material with vertical and lateral clearance given in
clause 802.2 and 802.3 and installed as per clause 802.7
over a designed support system of aluminium alloy or
7.7
galvanised steel trestles and trusses of sections and type
as per structural design requirements and approved
plans)A 10 years warranty for Retro Reflective Sheeting
from the original sheeting manufacturer & a certified
copy of three years outdoor exposure report from an
independent test lab for the product offered shall be
submitted by the contractor.
A Truss and Vertical Support tonne 74760.00
B Aluminium alloy plate for over head sign Sqm 56700.00
Painting Two Coats on New Concrete Surfaces
(Painting two coats after filling the surface with synthetic
7.8 sqm 93.00
enamel paint in all shades on new plastered concrete
surfaces)
Painting on Steel Surfaces (Providing and applying two
coats of ready mix paint of approved brand on steel
7.9 sqm 55.00
surface after through cleaning of surface to give an even
shade)
Painting on Wood Surfaces (Providing and applying two
coats of ready mix paint of approved brand on wood
7.10 sqm 59.00
surface after through cleaning of surface to give an even
shade)
41
Painting Lines, Dashes, Arrows etc on Roads in Two
Coats on New Work (Painting lines, dashes, arrows etc
on roads in two coats on new work with ready mixed
7.11 road marking paint conforming to IS:164 on bituminous
surface, including cleaning the surface of all dirt, dust and
other foreign matter, demarcation at site and traffic
control )
(i) Over 10 cm in width sqm 153.00
(ii) Up to 10 cm in width sqm 132.00
Painting Lines, Dashes, Arrows etc on Roads in Two
Coats on Old Work (Painting lines, dashes, arrows etc on
roads in two coats on old work with ready mixed road
7.12 marking paint confirming to IS: 164 on bituminous
surface, including cleaning the surface of all dirt, dust and
other foreign matter, demarcation at site and traffic
control )
(i) Over 10 cm in width sqm 106.00
(ii) Up to 10 cm in width sqm 114.00
Road Marking with Hot Applied Thermoplastic
Compound with Reflectorising Glass Beads on
Bituminous Surface (Providing and laying of hot applied
7.13 thermoplastic compound 2.5 mm thick including
sqm 464.00
(i) reflectorising glass beads @ 250 gms per sqm area,
thickness of 2.5 mm is exclusive of surface applied glass
beads as per IRC:35 .The finished surface to be level,
uniform and free from streaks and holes.)
Providing and laying of hot applied thermoplastic
compound rumbler strips in two layers 2.5 mm thick
each, top layer with reflectorising glass beads @ 250
7.13
gms per sqm area, total thickness of 5.00 mm is exclusive sqm 752.00
(ii)
of surface applied glass beads as per IRC:35 .The finished
surface to be level, uniform and free from streaks and
holes.
42
Road Delineators (Supplying and installation of
delineators (road way indicators, hazard markers, object
markers), 80-100 cm high above ground level, painted
7.15 black and white in 15 cm wide stripes, fitted with 80 x each 678.00
100 mm rectangular or 75 mm dia circular reflectorised
panels at the top, buried or pressed into the ground and
confirming toIRC-79 and the drawings.)
43
Tubular Steel Railing on Medium Weight steel
channel ( ISMC series) 100 mm x 50 mm (Providing,
fixing and erecting 50 mm dia steel pipe railing in 3 rows
7.20 metre 1792.00
duly painted on medium weight steel channels (ISMC
series) 100 mm x 50 mm, 1.2 metres high above ground, 2
m centre to centre, complete as per approved drawings)
44
Providing and erecting a "W" metal beam crash
barrier \providing and erecting "W" Beam Crash
barrier comprising of following three factory made
unites-viz. 1) W Beam 2) Spacer Block 3) Vertical
Post. The "W" beam 3mm thick cold roll formed
guard rail raw material Conforming to IS-5986-2011
with minimum Grade 255 & with minimum yield
stress of 255 Mpa which is fixed by bolted connection
to spacer block C-channel of size 150mm* 75mm &
5mm thick, 33cm height spaced 2meter centre to
centre, fixed to Vertical Post C-channel of size
150mm*75mm&5mm thick cold roll formed section
made from HR coils raw material conforming to IS-
A 5986-2011 with minimum Grade 255 & with metre 2540.00
minimum yield stress of 255MPa, with 70cms free
height above road or Ground level, and embedded to
110cms deep in cement concrete block of size
35cm*35*115cm or as directed by Engineer Incharge,
assembled & fixed as per drawings of MORTH&H
Circular No.RW/NH/33022/1/94-DO/III, dated
24/6/1994 & construction operation as per 811 or
revevant MORT&H specifications for Roads & Bridge
Works (latest edition). All fittings (bolts, nuts,
fasteners, washers etc.) shall be conforming to
IS:1367 & IS:1364 & galvanished by hot dip zinc
coated process @0.55kg/m2 conforming to relevent
IS specifications all etc. complete
45
Type - B, Providing and erecting a "Thrie" metal beam
crash barrier \providing and erecting "Thrie Beam " Crash
barrier comprising of following three factory made unites-
viz. 1) Thrie Beam 2) Spacer Block 3) Vertical Post. The
Thrie beam 3mm thick cold roll formed guard rail raw
material Conforming to IS-5986-2011 with minimum
Grade 255 & with minimum yield stress of 255 Mpa which
is fixed by bolted connection to spacer block C-channel of
size 150mm* 75mm & 5mm thick, 54.6cm height spaced
2meter centre to centre, fixed to Vertical Post C-channel of
size 150mm*75mm&5mm thick cold roll formed section
made from HR coils raw material conforming to IS-5986-
B metre 4377.00
2011 with minimum Grade 255 & with minimum yield
stress of 255MPa, with 85cms free height above road or
Ground level, and embedded to 115cms deep in cement
concrete block of size 35cm*35*115cm or as directed by
Engineer Incharge, assembled & fixed as per drawings of
MORTH&H Circular No.RW/NH/33022/1/94-DO/III, dated
24/6/1994 & construction operation as per 811 or
revevant MORT&H specifications for Roads & Bridge
Works (latest edition). All fittings (bolts, nuts, fasteners,
washers etc.) shall be conforming to IS:1367 & IS:1364 &
galvanished by hot dip zinc coated process @0.55kg/m2
conforming to relevent IS specifications all etc. complete
46
Cable Duct Across the Road (Providing and laying of a
reinforced cement concrete pipe duct, 300 mm dia, across
the road (new construction), extending from drain to
drain in cuts and toe of slope to toe of slope in fills,
constructing head walls at both ends, providing a
minimum fill of granular material over top and sides of
RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick
7.26
layer of granular material free of rock pieces, outer to
outer distance of pipe at least half dia of pipe subject to
minimum 450 mm in case of double and triple row ducts,
joints to be made leak proof, invert level of duct to be
above higher than ground level to prevent entry of water
and dirt, all as per IRC: 98 - 1997 and approved
drawings.)
(i) Single Row for one utility service metre 3331.00
(ii) Double Row for two utility services metre 6428.00
(iii) Triple Row for three utility services metre 9545.00
Highway Patrolling and Traffic Aid Post (It is proposed
As per
7.27 to locate one Traffic Aid Post every 50-60 km of the
actuals
highway. )
Items related to under pass/ subway/ overhead
bridge/ overhead foot bridge (The items involved for
underpass/ subway/ overhead bridge/ overhead foot
bridge are earthwork, plain cement concrete, plastering,
7.28
painting, information sign etc. The rates for these items
are available in respective chapters which can be adopted
for the quantities derived from the approved designs and
drawings)
47
With Scrap Tyres (Provision and installation of traffic
attenuators at abutment/pier of flyovers bridges using
A scrap tyres of size 100 x 20 retrieved from trucks laid in 2 sqm 1443.00
rows and 4 tiers, one above the other and tied with 20
mm wire rope as per approved design and drawings.)
48
CHAPTER-8
PIPE CULVERTS
49
CHAPTER-9
MAINTENANCE OF ROADS
Restoration of Rain Cuts (Restoration of rain cuts with
soil, moorum, gravel or a mixture of these, clearing the
loose soil, benching for 300 mm width, laying fresh
9.1 cum 190.00
material in layers not exceeding 250 mm and compacting
with plate compactor or power rammers to restore the
original alignment, levels and slopes)
50
9.8
Fog Seal (ref item 5.15) sqm 34.00
A
B Crack Prevention courses. (ref item 5.18)
Stress Absorbing Membrane (SAM) crack width less than
(i) sqm 51.00
6 mm
Stress Absorbing Membrane (SAM) with crack width 6
(ii) sqm 61.00
mm to 9 mm
Stress Absorbing Membrane (SAM) crack width above 9
(iii) sqm 80.00
mm and cracked area above 50 %
51
As per
b Extra for Emergency clearance during Night time cum prevailing
circulars
52
CHAPTER-10
HORTICULTURE
53
(b) Maintenance of Hedge for one year metre 259.00
a) Planting Flowering Plants and Shrubs in Central
10.8 km 186385.00
Verge
Maintenance of Flowering Plants and Shrubs in Central
(b) km 260192.00
Verge for one Year
Planting of Trees and their Maintenance for one Year
(Planting of trees by the road side (Avenue trees) in 0.60
m dia holes, 1 m deep dug in the ground, mixing the soil
10.9 each 1299.00
with decayed farm yard/sludge mannure, planting the
saplings, backfilling the trench, watering, fixing the tree
guard and maintaining the plants for one year)
54
Making Tree Guard 53 cm dia and 2 metres high as
per design from empty bitumen drums (Making tree
guard 53 cm dia and 2 metres high as per design from
empty bitumen drums, slit suitably to permit sun and air,
10.14 ( supplied by the department at stock issue rate) each 711.00
including providing and fixing four legs 40 cm long of 30 x
3 mm MS riveted to tree guard and providing and fixing 2
nos MS sheet rings 50 x 0.5 mm with rivets complete in all
respects)
55
CHAPTER-11
FOUNDATIONS
I Ordinary soil
A Manual Means
(i) upto 3 m depth cum 184.00
(ii) 3 m to 6 m depth cum 237.00
(iii) Above 6 m depth cum 316.00
B Mechanical Means
(i) Depth upto 3 m cum 70.00
(ii) Depth 3 m to 6 m cum 80.00
(iii) Depth above 6m cum 100.00
II Ordinary rock (not requiring blasting)
A Manual Means
(i) Depth upto 3 m cum 263.00
B Mechanical Means cum 88.00
III Hard rock ( requiring blasting )
A Manual Means cum 589.00
IV Hard rock ( blasting prohibited )
A Mechanical Means cum 699.00
V Marshy soil
(i) upto 3 m depth
A Manual means cum 671.00
B Mechanical Means cum 171.00
VI Back Filling in Marshy Foundation Pits cum 444.00
Filling Annular Space Around Footing in Rock (Lean
11.2 cement concrete 1:3:6 nominal mix. Rate may be taken as
per items 11.4)
Sand Filling in Foundation Trenches as per Drawing &
11.3 cum 1773.00
Technical Specification
56
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6
nominal mix in foundation with crushed stone aggregate
11.4 40 mm nominal size mechanically mixed, placed in cum 5039.00
foundation and compacted by vibration including curing
for 14 days.)
57
Case
Using Concrete Mixer cum 6568.00
I
Case
Using Batching Plant, Transit Mixer and Concrete Pump cum 8941.00
II
H RCC Grade M35
Case
Using Concrete Mixer cum 6647.00
I
Case
Using Batching Plant, Transit Mixer and Concrete Pump cum 9008.00
II
Providing and constructing temporary island 16 m
11.9 diameter for construction of well foundation for 8m dia.
Well.
Assuming depth of water 1.0 m and height of island to be
A each 147682.00
1.25m.
B Assuming depth of water 4.0 m and height of island 4.5 m. each 656925.00
Providing and constructing one span service road to
C reach island location from one pier location to another metre 8602.00
pier location
Providing and laying cutting edge of mild steel weighing
11.10 40 kg per metre for well foundation complete as per tonne 87621.00
drawing and technical specification.
Plain/Reinforced cement concrete, in well foundation
11.11
complete as per drawing and technical specification
A Well curb
(i) RCC M20 Grade
Case
Using concrete mixer cum 7117.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9867.00
II
(ii) RCC M25 Grade
Case
Using concrete mixer cum 7587.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 10337.00
II
(iii) RCC M35 Grade
Case
Using concrete mixer cum 7744.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 10496.00
II
B Well steining
(I) PCC M15 Grade cum 5792.00
(ii) PCC M20 Grade cum 6472.00
(iii) RCC M20 Grade
58
Case
Using concrete mixer cum 6524.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9045.00
II
(iv) PCC M25 Grade
Case
Using concrete mixer cum 6898.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9265.00
II
(v) RCC M25 Grade
Case
Using concrete mixer cum 6955.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9476.00
II
(vi) PCC M30 Grade
Case
Using concrete mixer cum 6945.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9307.00
II
(vii) RCC M30 Grade
Case
Using concrete mixer cum 6981.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9503.00
II
(viii) RCC M35 Grade
Case
Using concrete mixer cum 7099.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9621.00
II
(ix) RCC M40 Grade 10054.00
C Bottom Plug
(i) PCC Grade M20
Case
Using Concrete Mixer cum 6959.00
I
Case Using Batching Plant, Transit Mixer and Crane/concrete
cum 8892.00
II pump
(ii) PCC Grade M25
Case
Using Concrete Mixer cum 7217.00
I
Case Using Batching Plant, Transit Mixer and Crane/concrete
cum 9147.00
II pump
(iii) PCC Grade M30
Case
Using Concrete Mixer cum 7261.00
I
59
Case Using Batching Plant, Transit Mixer and Crane/concrete
cum 9193.00
II pump
(iv) PCC Grade M35
Case
Using Concrete Mixer cum 7364.00
I
Case Using Batching Plant, Transit Mixer and Crane/concrete
cum 9294.00
II pump
D Intermediate plug
(I) Grade M20 PCC
Case
Using Concrete Mixer cum 6666.00
I
Case Using Batching Plant, Transit Mixer and Crane/concrete
cum 8626.00
II pump
(ii) Grade M25 PCC
Case
Using Concrete Mixer cum 6910.00
I
Case Using Batching Plant, Transit Mixer and Crane/concrete
cum 8869.00
II pump
(iii) Grade M30 PCC
Case
Using Concrete Mixer cum 6952.00
I
Case Using Batching Plant, Transit Mixer and Crane/concrete
cum 8913.00
II pump
E Top plug
(i) Grade M15 PCC
Case
Using Concrete Mixer cum 5265.00
I
(ii) Grade M20 PCC
Case
Using Concrete Mixer cum 5883.00
I
(iii) Grade M25 PCC
Case
Using Concrete Mixer cum 6271.00
I
Case Using Batching Plant, Transit Mixer and Crane/concrete
cum 8423.00
II pump
(iv) Grade M30 PCC
Case
Using Concrete Mixer cum 6314.00
I
Case Using Batching Plant, Transit Mixer and Crane/concrete
cum 8461.00
II pump
F Well cap
(i) RCC Grade M20
Case Using concrete Mixer cum 6123.00
60
I
Case
Using Batching Plant, Transit Mixer and Concrete Pump cum 8505.00
II
(ii) RCC Grade M25
Case
Using concrete Mixer cum 6560.00
I
Case
Using Batching Plant, Transit Mixer and Concrete Pump cum 8938.00
II
(iii) RCC Grade M30
Case
Using Concrete Mixer cum 6568.00
I
Case
Using Batching Plant, Transit Mixer and Concrete Pump cum 8940.00
II
(iv) RCC Grade M35
Case
Using Concrete Mixer cum 6647.00
I
Case
Using Batching Plant, Transit Mixer and Concrete Pump cum 9008.00
II
(v) RCC M40 Grade cum 9450.00
Sinking of 6 m external diameter well ( other than
pneumatic method of sinking ) through all types of strata
namely sandy soil, clayey soil and rock as shown against
11.12
each case, complete as per drawing and technical
specifications. Depth of sinking is reckoned from bed
level.
A Sandy soil
(i) Depth below bed level upto 3.0 M metre 2743.00
(ii) Beyond 3m upto 10m depth metre 3760.00
(iii) Beyond 10m upto 20m
Add 5% for every additional meter depth of sinking over
a metre 4966.00
the rate of sinking for the previous meter
(iv) Beyond 20m upto 30 m
Add 7.5% for every additional meter depth of sinking
a metre 9317.00
over the rate of sinking for the previous meter
Add 20% of cost for Kentledge including supports,
b metre 11180.00
loading arrangement and Labour .
(v) Beyond 30m upto 40 m
Add 10% for every additional meter depth of sinking over
a metre 22137.00
the rate of sinking for the previous meter
Add 20% of cost for Kentledge including supports,
b metre 26564.00
loading arrangement and Labour .
B Clayey soil ( 6m dia. Well )
(i) Depth below bed level upto 3.0 M metre 3780.00
61
(ii) Beyond 3m upto 10m depth metre 8795.00
(iii) Beyond 10 m upto 20 m
Add 5% for every additional meter depth of sinking over
a metre 11616.00
the rate of sinking for the previous meter
b Add for dewatering @ 5% of cost, if required. metre 12197.00
(iv) Beyond 20m upto 30 m
Add 7.5% for every additional meter depth of sinking
a metre 21789.00
over the rate of sinking for the previous meter
b Add 5% of cost for dewatering of the cost, if required metre 28599.00
Add 25% of cost for Kentledge including supports,
c metre 27237.00
loading arrangement and Labour ).
(v) Beyond 30m upto 40 m
Add 10% for every additional meter depth of sinking over
a metre 51767.00
the rate of sinking for the previous meter
b Add 5% of cost for dewatering, if required metre 65227.00
Add 20% of cost for Kentledge including supports,
c metre 62121.00
loading arrangement and Labour).
C Soft rock (6m dia well )
(i) Depth of soft rock strata upto 3m metre 16383.00
D Hard rock (6m dia well )
(i) Depth of soft rock strata upto 3m metre 16580.00
Sinking of 7 m external diameter well ( other than
pneumatic method of sinking ) through all types of strata
namely sandy soil, clayey soil and rock as shown against
11.13
each case, complete as per drawing and technical
specifications. Depth of sinking is reckoned from bed
level.
A Sandy soil
(i) Depth below bed level upto 3.0 M metre 7732.00
(ii) Beyond 3m upto 10m depth metre 5108.00
(iii) Beyond 10m upto 20m
Add 5% for every additional meter depth of sinking over
a metre 6746.00
the rate of sinking for the previous meter
(iv) Beyond 20m upto 30 m
Add 7.5% for every additional meter depth of sinking
a metre 12652.00
over the rate of sinking for the previous meter
Add 20% of cost for Kentledge including supports,
b metre 15182.00
loading arrangement and Labour) .
(v) Beyond 30m upto 40 m
Add 10% for every additional meter depth of sinking over
a metre 30059.00
the rate of sinking for the previous meter
62
Add 20% of cost for Kentledge including supports,
b metre 36071.00
loading arrangement, and Labour etc.
B Clayey soil ( 7m dia. Well )
(I) Depth below bed level upto 3.0 M metre 5108.00
(ii) Beyond 3m upto 10m depth metre 7217.00
(iii) Beyond 10 m upto 20 m
Add 5% for every additional meter depth of sinking over
a metre 9532.00
the rate of sinking for the previous meter
b Add for dewatering @ 5% of cost, if required. metre 10008.00
(iv) Beyond 20m upto 30 m
Add 7.5% for every additional meter depth of sinking
a metre 17881.00
over the rate of sinking for the previous meter
b Add 5% of cost for dewatering on the cost, if required metre 22351.00
Add 25% of cost for Kentledge including supports,
c metre 23469.00
loading arrangement and Labour ).
(v) Beyond 30m upto 40 m
Add 10% for every additional meter depth of sinking over
a metre 42483.00
the rate of sinking for the previous meter
b Add 5% of cost for dewatering, if required metre 50980.00
Add 20% of cost for Kentledge including supports,
c metre 53529.00
loading arrangement and Labour).
C Soft rock ( 7m dia well )
(i) Depth of soft rock strata upto 3m metre 12898.00
D Hard rock ( 7m dia well )
(i) Depth upto 3 m metre 20684.00
Sinking of 8 m external diameter well ( other than
pneumatic method of sinking ) through all types of strata
namely sandy soil, clayey soil and rock as shown against
11.14
each case, complete as per drawing and technical
specifications. Depth of sinking is reckoned from bed
level.
A Sandy soil
(i) Depth below bed level upto 3.0 M metre 4777.00
(ii) Beyond 3m upto 10m depth metre 5811.00
(iii) Beyond 10m upto 20m
Add 5% for every additional meter depth of sinking over
a metre 7674.00
the rate of sinking for the previous meter
(iv) Beyond 20m upto 30 m
Add 7.5% for every additional meter depth of sinking
a metre 14395.00
over the rate of sinking for the previous meter
63
Add 20% of cost for Kentledge including supports,
b metre 17274.00
loading arrangement and Labour .
(v) Beyond 30m upto 40 m
Add 10% for every additional meter depth of sinking over
a metre 5060.00
the rate of sinking for the previous meter
Add 20% of cost for Kentledge including supports,
b metre 6072.00
loading arrangement, and Labour etc.
B Clayey soil ( 8m dia. Well )
(i) Depth upto 3.0 M metre 6257.00
(ii) Beyond 3m upto 10m depth metre 9474.00
(iii) Beyond 10 m upto 20 m
Add 5% for every additional meter depth of sinking over
a metre 12512.00
the rate of sinking for the previous meter
b Add for dewatering @ 5% of cost, if required. metre 13138.00
(iv) Beyond 20m upto 30 m
Add 7.5% for every additional meter depth of sinking
a metre 23470.00
over the rate of sinking for the previous meter
b Add 5% of cost for dewatering on the cost, if required metre 30805.00
Add 25% of cost for Kentledge including supports,
c metre 29338.00
loading arrangement and Labour ).
(v) Beyond 30m upto 40 m
Add 10% for every additional meter depth of sinking over
a metre 55763.00
the rate of sinking for the previous meter
b Add 5% of cost for dewatering, if required metre 70261.00
Add 20% of cost for Kentledge including supports,
c metre 66916.00
loading arrangement and Labour).
C Soft rock ( 8m dia well )
(i) Depth in soft rock strata upto 3m metre 14369.00
D Hard rock ( 8m dia well )
(i) Depth in hard rock strata upto 3 m metre 22167.00
Sinking of 9 m external diameter well (other than
pneumatic method of sinking ) through all types of strata
namely sandy soil, clayey soil and rock as shown against
11.15
each case, complete as per drawing and technical
specifications. Depth of sinking is reckoned from bed
level.
A Sandy soil
(i) Depth below bed level upto 3.0 M metre 4888.00
(ii) Beyond 3m upto 10m depth metre 6365.00
(iii) Beyond 10m upto 20m
64
Add 5% for every additional meter depth of sinking over
a metre 8405.00
the rate of sinking for the previous meter
(iv) Beyond 20m upto 30 m
Add 7.5% for every additional meter depth of sinking
a metre 15766.00
over the rate of sinking for the previous meter
Add 20% of cost for Kentledge including supports,
b metre 18919.00
loading arrangement and Labour .
(v) Beyond 30m upto 40 m
Add 10% for every additional meter depth of sinking over
a metre 37458.00
the rate of sinking for the previous meter
Add 20% of cost for Kentledge including supports,
b metre 44950.00
loading arrangement, and Labour etc.
B Clayey soil ( 9m dia. Well )
(i) Depth below bed level upto 3.0 M metre 6665.00
(ii) Beyond 3m upto 10m depth metre 10183.00
(iii) Beyond 10 m upto 20 m
Add 5% for every additional meter depth of sinking over
a metre 13448.00
the rate of sinking for the previous meter
b Add for dewatering @ 5% of cost, if required. metre 14120.00
(iv) Beyond 20m upto 30 m
Add 7.5% for every additional meter depth of sinking
a metre 25224.00
over the rate of sinking for the previous meter
b Add 5% of cost for dewatering on the cost, if required metre 33107.00
Add 25% of cost for Kentledge including supports,
c metre 31530.00
loading arrangement and Labour ).
(v) Beyond 30m upto 40 m
Add 10% for every additional meter depth of sinking over
a metre 59931.00
the rate of sinking for the previous meter
b Add 5% of cost for dewatering, if required metre 75512.00
Add 20% of cost for Kentledge including supports,
c metre 71917.00
loading arrangement and Labour).
C Soft rock ( 9m dia well )
(i) Depth upto 3m metre 17425.00
D Hard rock ( 9m dia well )
(i) Depth of hard rock strata upto 3 m metre 25294.00
Sinking of 10 m external diameter well ( other than
pneumatic method of sinking ) through all types of strata
namely sandy soil, clayey soil and rock as shown against
11.16
each case, complete as per drawing and technical
specifications. Depth of sinking is reckoned from bed
level.
65
A Sandy soil
(i) Depth below bed level upto 3.0 M metre 5662.00
(ii) Beyond 3m upto 10m depth metre 6782.00
(iii) Beyond 10m upto 20m
Add 5% for every additional meter depth of sinking over
a metre 8958.00
the rate of sinking for the previous meter
(iv) Beyond 20m upto 30 m
Add 7.5% for every additional meter depth of sinking
a metre 16805.00
over the rate of sinking for the previous meter
Add 20% of cost for Kentledge including supports,
b metre 20166.00
loading arrangement and Labour .
(v) Beyond 30m upto 40 m
Add 10% for every additional meter depth of sinking over
a metre 39928.00
the rate of sinking for the previous meter
Add 20% of cost for Kentledge including supports,
b metre 47914.00
loading arrangement, and Labour etc.
B Clayey soil (10m dia. Well )
(i) Depth below bed level upto 3.0 M metre 7713.00
(ii) Beyond 3m upto 10m depth metre 10501.00
(iii) Beyond 10 m upto 20 m
Add 5% for every additional meter depth of sinking over
a metre 13869.00
the rate of sinking for the previous meter
b Add for dewatering @ 5% of cost, if required. metre 14562.00
(iv) Beyond 20m upto 30 m
Add 7.5% for every additional meter depth of sinking
a metre 26015.00
over the rate of sinking for the previous meter
'b Add 5% of cost for dewatering on the cost, if required metre 34145.00
Add 25% of cost for Kentledge including supports,
c metre 32519.00
loading arrangement and Labour ).
(v) Beyond 30m upto 40 m
Add 10% for every additional meter depth of sinking over
a metre 61810.00
the rate of sinking for the previous meter
b Add 5% of cost for dewatering, if required metre 77881.00
Add 20% of cost for Kentledge including supports,
c metre 74172.00
loading arrangement and Labour).
C Soft rock (10m dia well )
(i) Depth of soft rock strata upto 3m metre 17706.00
D Hard rock (10m dia well )
(i) Depth of hard rock strata upto 3 m metre 27164.00
66
Sinking of 11 m external diameter well ( other than
pneumatic method of sinking ) through all types of strata
namely sandy soil, clayey soil and rock as shown against
11.17
each case, complete as per drawing and technical
specifications. Depth of sinking is reckoned from bed
level.
A Sandy soil
(i) Depth from bed level upto 3.0 M metre 12485.00
(ii) Beyond 3m upto 10m depth metre 11471.00
(iii) Beyond 10m upto 20m
Add 5% for every additional meter depth of sinking over
a metre 15149.00
the rate of sinking for the previous meter
(iv) Beyond 20m upto 30 m
Add 7.5% for every additional meter depth of sinking
a metre 28414.00
over the rate of sinking for the previous meter
Add 20% of cost for Kentledge including supports,
b metre 34097.00
loading arrangement and Labour .
(v) Beyond 30m upto 40 m
Add 10% for every additional meter depth of sinking over
a metre 67510.00
the rate of sinking for the previous meter
Add 20% of cost for Kentledge including supports,
b metre 81012.00
loading arrangement, and Labour etc.
B Clayey soil (11 m dia. Well )
(i) Depth from bed level upto 3.0 M metre 12824.00
(ii) Beyond 3m upto 10m depth metre 22060.00
(iii) Beyond 10 m upto 20 m
Add 5% for every additional meter depth of sinking over
a metre 29134.00
the rate of sinking for the previous meter
b Add for dewatering @ 5% of cost, if required. metre 30591.00
(iv) Beyond 20m upto 30 m
Add 7.5% for every additional meter depth of sinking
a metre 54648.00
over the rate of sinking for the previous meter
b Add 5% of cost for dewatering on the cost, if required metre 71725.00
Add 25% of cost for Kentledge including supports,
c metre 68310.00
loading arrangement and Labour ).
(v) Beyond 30m upto 40 m
Add 10% for every additional meter depth of sinking over
a metre 129834.00
the rate of sinking for the previous meter
b Add 5% of cost for dewatering, if required metre 163591.00
Add 20% of cost for Kentledge including supports,
c metre 155801.00
loading arrangement and Labour).
67
C Soft rock (11m dia well )
(i) Depth of soft rock strata upto 3m metre 39291.00
D Hard rock (11m dia well )
(i) Depth of hard rock upto 3 m metre 59618.00
Sinking of 12 m external diameter well ( other than
pneumatic method of sinking ) through all types of strata
namely sandy soil, clayey soil and rock as shown against
11.18
each case, complete as per drawing and technical
specifications. Depth of sinking is reckoned from bed
level.
A Sandy soil
(i) I) Depth below bed level upto 3.0 M metre 26699.00
(ii) Beyond 3m upto 10m depth metre 31096.00
(iii) Beyond 10m upto 20m
Add 5% for every additional meter depth of sinking over
a metre 41069.00
the rate of sinking for the previous meter
(iv) Beyond 20m upto 30 m
Add 7.5% for every additional meter depth of sinking
a metre 77033.00
over the rate of sinking for the previous meter
Add 20% of cost for Kentledge including supports,
b metre 92440.00
loading arrangement and Labour .
(v) Beyond 30m upto 40 m
Add 10% for every additional meter depth of sinking over
a metre 183020.00
the rate of sinking for the previous meter
Add 20% of cost for Kentledge including supports,
b metre 219623.00
loading arrangement, and Labour etc.
B Clayey soil (12 m dia. Well )
(i) Depth below bed level upto 3.0 M metre 30904.00
(ii) Beyond 3m upto 10m depth metre 51932.00
(iii) Beyond 10 m upto 20 m
Add 5% for every additional meter depth of sinking over
a metre 68585.00
the rate of sinking for the previous meter
b Add for dewatering @ 5% of cost, if required. metre 72014.00
(iv) Beyond 20m upto 30 m
Add 7.5% for every additional meter depth of sinking
a metre 128647.00
over the rate of sinking for the previous meter
b Add 5% of cost for dewatering on the cost, if required metre 168850.00
Add 25% of cost for Kentledge including supports,
c metre 160810.00
loading arrangement and Labour ).
(v) Beyond 30m upto 40 m
68
Add 10% for every additional meter depth of sinking over
a metre 305650.00
the rate of sinking for the previous meter
b Add 5% of cost for dewatering, if required metre 385119.00
Add 20% of cost for Kentledge including supports,
c metre 366780.00
loading arrangement and Labour).
C Soft rock (12m dia well )
(i) Depth of soft rock strata upto 3m metre 89505.00
D Hard rock (12m dia well )
(i) Depth of hard rock strata upto 3 m metre 127367.00
Sinking of Twin D Type well ( other than pneumatic
method of sinking ) through all types of strata namely
sandy soil, clayey soil and rock as shown against each
11.19
case, complete as per drawing and technical
specifications. Depth of sinking is reckoned from bed
level.
A Sandy soil
(i) Depth from bed level upto 3.0 M metre 5973.00
(ii) Beyond 3m upto 10m depth metre 6502.00
(iii) Beyond 10m upto 20m
Add 5% for every additional meter depth of sinking over
a metre 8586.00
the rate of sinking for the previous meter
(iv) Beyond 20m upto 30 m
Add 7.5% for every additional meter depth of sinking
a metre 16105.00
over the rate of sinking for the previous meter
Add 20% of cost for Kentledge including supports,
b metre 19326.00
loading arrangement and Labour .
(v) Beyond 30m upto 40 m
Add 10% for every additional meter depth of sinking over
a metre 38266.00
the rate of sinking for the previous meter
Add 20% of cost for Kentledge including supports,
b metre 45919.00
loading arrangement, and Labour etc.
B Clayey soil (Twin D Type Well )
(i) Depth below bed level upto 3.0 M metre 7240.00
(ii) Beyond 3m upto 10m depth metre 11616.00
(iii) Beyond 10 m upto 20 m
Add 5% for every additional meter depth of sinking over
a metre 15341.00
the rate of sinking for the previous meter
b Add for dewatering @ 5% of cost, if required. metre 16107.00
(iv) Beyond 20m upto 30 m
Add 7.5% for every additional meter depth of sinking
a metre 28774.00
over the rate of sinking for the previous meter
69
b Add 5% of cost for dewatering on the cost, if required metre 37766.00
Add 25% of cost for Kentledge including supports,
c metre 35967.00
loading arrangement and Labour ).
(v) Beyond 30m upto 40 m
Add 10% for every additional meter depth of sinking over
a metre 68364.00
the rate of sinking for the previous meter
b Add 5% of cost for dewatering, if required metre 86139.00
Add 20% of cost for Kentledge including supports,
c metre 82037.00
loading arrangement and Labour).
C Soft rock (Twin D Type well )
(i) Depth of soft rock strata upto 3m metre 19649.00
D Hard rock (Twin D Type well )
(i) Depth of hard rock strata upto 3 m metre 28032.00
70
Bored cast-in-situ M35 grade R.C.C. pile excluding
reinforcement complete as per drawing and technical
11.25 metre 15241.00
specifications and removal of excavated earth with all lifts
and lead upto 1000 m. (Pile diameter-1200 mm)
Driven cast-in-place vertical M35 grade R.C.C. pile
11.26 excluding reinforcement complete as per drawing and & metre 5528.00
Technical Specification (Pile diameter - 750 mm)
Driven cast-in-place vertical M35 grade R.C.C. piles
11.27 excluding reinforcement complete as per drawing and & metre 9228.00
Technical Specification (Pile diameter - 1000 mm)
Driven cast-in-place vertical M35 grade R.C.C. piles
11.28 excluding reinforcement complete as per drawing and & metre 13397.00
Technical Specification (Pile diameter - 1200 mm)
Driven precast vertical M35 grade R.C.C. piles excluding
11.29 reinforcement complete as per drawing and & Technical metre 2549.00
Specification (Pile Diameter=500 mm)
Driven precast vertical M35 grade R.C.C. piles excluding
11.30 reinforcement complete as per drawing and & Technical metre 4989.00
Specification (Pile Diameter=750 mm)
Driven precast vertical M35 grade R.C.C. piles excluding
11.31 reinforcement complete as per drawing and & Technical metre 8103.00
Specification (Pile Diameter=1000 mm)
Driven precast vertical M35 grade R.C.C. piles excluding
11.32 reinforcement complete as per drawing and & Technical metre 1526.00
Specification (Size of pile - 300 mm x 300 mm)
Driven precast vertical M35 grade R.C.C. piles excluding
11.33 reinforcement complete as per drawing and & Technical metre 3065.00
Specification (Size of pile - 500 mm x 500 mm)
Driven precast vertical M35 grade R.C.C. piles excluding
11.34 reinforcement complete as per drawing and & Technical metre 6119.00
Specification (Size of pile - 750 mm x 750 mm)
Driven vertical steel piles complete as per drawing and &
11.35 Technical Specification (Section of the pile - H Section metre 5197.00
steel column 400 x 250 mm (ISHB Series) )
Driven vertical steel piles complete as per drawing and &
11.36 Technical Specification (Section of the pile - H Section metre 5868.00
steel column 450 x 250 mm (ISHB Series) )
Pile load test on single vertical pile in accordance with To be as
11.37
IS:2911(Part-IV) per design
Cement concrete for reinforced concrete in pile cap
11.38
complete as per drawing and Technical Specification
A RCC Grade M20
(i) Using Concrete Mixer cum 6152.00
71
(ii) Using Batching Plant, Transit Mixer and Concrete Pump cum 8562.00
B RCC Grade M25
(i) Using concrete mixer. cum 6575.00
(ii) Using Batching Plant, Transit Mixer and Concrete Pump cum 8974.00
C RCC Grade M30
(i) Using concrete mixer. cum 6629.00
(ii) Using Batching Plant, Transit Mixer and Concrete Pump cum 9038.00
D RCC Grade M35
(i) Using concrete mixer. cum 6740.00
(ii) Using Batching Plant, Transit Mixer and Concrete Pump cum 9139.00
11.39 Levelling course for Pile cap cum 5382.00
Supplying, fitting and placing un-coated HYSD bar
11.40 reinforcement in foundation complete as per drawing and tonne 64490.00
technical specifications
Supplying, fitting and placing un-coated Mild steel
11.41 reinforcement complete in foundation as per drawing and tonne 67675.00
technical specification
72
CHAPTER-12
SUB-STRUCTURE
Brick masonry work in 1:3 in sub-structure complete
12.1 excluding pointing and plastering, as per drawing and cum 5884.00
technical specifications
Pointing with cement mortar (1:3 ) on brick work in
12.2 sqm 739.00
substructure as per Technical specifications
Plastering with cement mortar (1:3 ) on brick work in
12.3 sqm 1406.00
sub-structure as per Technical specifications
Stone masonry work in cement mortar 1:3 for
12.4 substructure complete as per drawing and Technical
Specifications
A Random Rubble Masonry cum 3657.00
B Coursed rubble masonry (first sort ) cum 3828.00
C Ashlar masonry ( first sort ) cum 5195.00
Plain/Reinforced cement concrete in sub-structure
12.5
complete as per drawing and technical specifications
A PCC Grade M15
(p) Height upto 5m cum 5792.00
B PCC Grade M20
(p) Height upto 5m cum 6472.00
C PCC Grade M25
(p) Height upto 5m
Case
Using concrete Mixer cum 6898.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9265.00
II
(q) Height 5m to 10m
Case
Using concrete Mixer cum 7149.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9602.00
II
(r) Height above 10m
Case
Using concrete Mixer cum 7463.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 10023.00
II
D PCC Grade M30
(p) Height upto 5m
Case
Using concrete Mixer cum 6945.00
I
73
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9307.00
II
(q) Height 5m to 10m
Case
Using concrete Mixer cum 7197.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9646.00
II
(r) Height above 10m
Case
Using concrete Mixer cum 7513.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 10069.00
II
E RCC Grade M20
(p) Height upto 5m
Case
Using concrete Mixer cum 6524.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9045.00
II
(q) Height 5m to 10m
Case
Using concrete Mixer cum 6761.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9373.00
II
(r) Height above 10m
Case
Using concrete Mixer cum 7058.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9785.00
II
F RCC Grade M25
(p) Height upto 5m
Case
Using concrete Mixer cum 6955.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9476.00
II
(q) Height 5m to 10m
Case
Using concrete Mixer cum 7183.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9786.00
II
(r) Height above 10m
Case
Using concrete Mixer cum 7524.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 10251.00
II
G RCC Grade M30
74
(p) Height upto 5m
Case
Using concrete Mixer cum 6981.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9503.00
II
(q) Height 5m to 10m
Case
Using concrete Mixer cum 7178.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9771.00
II
(r) Height above 10m
Case
Using concrete Mixer cum 7457.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 10151.00
II
H RCC Grade M35
(p) Height upto 5m
Case
Using concrete Mixer cum 7099.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9621.00
II
(q) Height 5m to 10m
Case
Using concrete Mixer cum 7254.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 9831.00
II
(r) Height above 10m
Case
Using concrete Mixer cum 7486.00
I
Case
With Batching Plant, Transit Mixer and Concrete Pump cum 10146.00
II
Supplying, fitting and placing HYSD bar reinforcement in
12.6 sub-structure complete as per drawing and technical tonne 64719.00
specifications
Supplying, fitting and placing Mild steel reinforcement
12.7 complete in sub-structure as per drawing and technical tonne 66665.00
specification
Providing weep holes in Brick masonry/Plain/Reinforced
concrete abutment, wing wall/return wall with 100 mm
12.8 dia AC pipe, extending through the full width of the each 281.00
structure with slope of 1V :20H towards drawing foce.
Complete as per drawing and Technical specifications
Back filling behind abutment, wing wall and return wall
12.9
complete as per drawing and Technical specification
75
A Granular material cum 1242.00
B Sandy material cum 2010.00
76
Supplying, fitting and fixing in position true to line and
level POT-PTFE bearing consisting of a metal piston
supported by a disc or unreinforced elastomer confined
within a metal cylinder, sealing rings, dust seals, PTFE
surface sliding against stainless steel mating surface,
tonne
12.16 completre assembly to be of cast steel/fabricated 203.00
capacity
structural steel, metal and elastomer elements to be as
per IRC: 83 part-I & II respectively and other parts
conforming to BS: 5400, section 9.1 & 9.2 and clause
2006 of MoRTH Specifications complete asper drawing
and approved technical specifications.
77
CHAPTER-13
SUPER-STRUCTURE
Furnishing and Placing Reinforced/ Prestressed cement
13.1 concrete in super-structure as per drawing and Technical
Specification
A RCC Grade M20
Case
Using Concrete Mixer
I
(i) For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m cum 7065.00
(q) Height 5m to 10m cum 7360.00
(r) Height above 10m cum 7654.00
(ii) For T-beam & slab, 25-35% of (a+b+c)
(p) Height upto 5m cum 7360.00
(q) Height 5m to 10m cum 7654.00
(r) Height above 10m cum 7948.00
Case
Using Batching Plant, Transit Mixer and Concrete Pump
II
(i) For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m cum 9814.00
(q) Height 5m to 10m cum 10223.00
(r) Height above 10m cum 10631.00
(ii) For T-beam & slab, 25-35% of (a+b+c)
(p) Height upto 5m cum 10223.00
(q) Height 5m to 10m cum 10631.00
(r) Height above 10m cum 11040.00
B RCC Grade M25
Case
Using Concrete Mixer
I
(i) For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m cum 7553.00
(q) Height 5m to 10m cum 7868.00
(r) Height above 10m cum 8183.00
(ii) For T-beam & slab, 25-35% of (a+b+c)
(p) Height upto 5m cum 7868.00
(q) Height 5m to 10m cum 8183.00
(r) Height above 10m cum 8497.00
Case Using Batching Plant, Transit Mixer and Concrete Pump
78
II
(i) For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m cum 10309.00
(q) Height 5m to 10m cum 10739.00
(r) Height above 10m cum 11169.00
(ii) For T-beam & slab, 25-35% of (a+b+c)
(p) Height upto 5m cum 10739.00
(q) Height 5m to 10m cum 11169.00
(r) Height above 10m cum 11598.00
C RCC Grade M 30
Case
Using Concrete Mixer
I
(i) For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m cum 7657.00
(q) Height 5m to 10m cum 7976.00
(r) Height above 10m cum 8295.00
(ii) For T-beam & slab, 25-35% of (a+b+c)
(p) Height upto 5m cum 7976.00
(q) Height 5m to 10m cum 8295.00
(r) Height above 10m cum 8614.00
Case
Using Batching Plant, Transit Mixer and Concrete Pump.
II
(i) For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m cum 10379.00
(q) Height 5m to 10m cum 10812.00
(r) Height above 10m cum 11244.00
(ii) For T-beam & slab, 25-35% of (a+b+c)
(p) Height upto 5m cum 10812.00
(q) Height 5m to 10m cum 11244.00
(r) Height above 10m cum 11677.00
D RCC/PSC Grade M35
Case
Using concrete mixer.
1
(i) For solid slab super-structure, 18-28% of (a+b+c)
(p) Height upto 5m cum 7656.00
(q) Height 5m to 10m cum 7981.00
(r) Height above 10m cum 8305.00
(ii) For T-beam & slab, 23-33% of (a+b+c)
(p) Height upto 5m cum 7981.00
79
(q) Height 5m to 10m cum 8305.00
(r) Height above 10m cum 8630.00
For box girder and balanced cantilever, 38-58% of cost of
(iii)
concrete.
(p) Height upto 5m cum 8954.00
(q) Height 5m to 10m cum 9603.00
(r) Height above 10m cum 10252.00
Case
Using Batching Plant, Transit Mixer and Concrete Pump
II
(i) For solid slab super-structure, 18-28% of (a+b+c)
(p) Height upto 5m cum 10326.00
(q) Height 5m to 10m cum 10763.00
(r) Height above 10m cum 11201.00
(ii) For T-beam & slab, 23-33% of (a+b+c)
(p) Height upto 5m cum 10763.00
(q) Height 5m to 10m cum 11201.00
(r) Height above 10m cum 11638.00
For box girder and balanced cantilever, 38-58% of cost of
(iii)
concrete.
(p) Height upto 5m cum 12076.00
(q) Height 5m to 10m cum 12951.00
(r) Height above 10m cum 13826.00
E PSC Grade M-40
Case
Using concrete mixer.
1
(i) For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m cum 8326.00
(q) Height 5m to 10m cum 8673.00
(r) Height above 10m cum 9019.00
(ii) For T-beam & slab, 25-35% of (a+b+c)
(p) Height upto 5m cum 8673.00
(q) Height 5m to 10m cum 9019.00
(r) Height above 10m cum 9366.00
Case
Using Batching Plant, Transit Mixer and Concrete Pump
II
(i) For solid slab super-structure, 18-28% of (a+b+c)
(p) Height upto 5m cum 10400.00
(q) Height 5m to 10m cum 10841.00
(r) Height above 10m cum 11281.00
80
(ii) For T-beam & slab, 23-33% of (a+b+c)
(p) Height upto 5m cum 10841.00
(q) Height 5m to 10m cum 11281.00
(r) Height above 10m cum 11722.00
For box girder and balanced cantilever, 38-58% of cost of
(iii)
concrete.
(p) Height upto 5m cum 12163.00
(q) Height 5m to 10m cum 13044.00
(r) Height above 10m cum 13925.00
F PSC Grade M-45
For solid slab/voided slab super-structure, 16-26% of
(i)
cost of concrete (a+b+c)
(p) Height upto 5m cum 10933.00
(q) Height 5m to 10m cum 11404.00
(r) Height above 10m cum 11875.00
For I-beam & slab including launching of precast girders
(ii) by launching truss upto 40 m span, 21-31% of cost of
concrete.
(p) Height upto 5m cum 11404.00
(q) Height 5m to 10m cum 11875.00
(r) Height above 10m cum 12346.00
For cast-in-situ box girder, segmental construction and
(iii)
balanced cantilever, 36-56% of cost of concrete.
(p) Height upto 5m cum 12818.00
(q) Height 5m to 10m cum 13760.00
(r) Height above 10m cum 14703.00
G PSC Grade M-50
For cast-in-situ box girder, segmental construction and
(i)
balanced cantilever, 35-55% of cost of concrete
(p) Height upto 5m cum 12987.00
(q) Height 5m to 10m cum 13949.00
(r) Height above 10m cum 14911.00
H PSC Grade M- 55
For cast-in-situ box girder, segmental construction and
(i)
balanced cantilever, 35-55% of cost of concrete
(p) Height upto 5m cum 13399.00
(q) Height 5m to 10m cum 14392.00
(r) Height above 10m cum 15384.00
81
a) Supplying, fitting and placing HYSD bar
13.2 reinforcement in super-structure complete as per tonne 66275.00
drawing and technical specifications
High tensile steel wires/strands including all accessories
13.3 for stressing, stressing operations and grouting complete tonne 105767.00
as per drawing and Technical Specifications
Providing and laying Cement concrete wearing coat M-30
13.4 grade including reinforcement complete as per drawing cum 13697.00
and Technical Specifications
Mastic Asphalt (Providing and laying mastic asphalt
wearing course on top of deck slab excluding prime coat
with paving grade bitumen meeting the requirements
given in table 500-29, prepared by using mastic cooker
and laid to required level and slope after cleaning the
surface, including providing antiskid surface with
13.5 bitumen precoated fine grained hard stone chipping of
9.5 mm nominal size at the rate of 0.005cum per 10 sqm
and at an approximate spacing of 10 cm center to center
in both directions, pressed into surface when the
temperature of surfaces not less than 100 deg. C,
protruding 1 mm to 4 mm over mastic surface, all
complete as per clause 515.)
a 12 mm thick sqm 390.00
b 25 mm thick sqm 780.00
Construction of precast RCC railing of M30 Grade,
aggregate size not exceeding 12 mm, true to line and
grade, tolurence of vertical RCC post not to exceed 1 in
13.6 500, centre to centre spacing between vertical post not to metre 2067.00
exceed 2000 mm, leaving adequate space between
vertical post for expansion, complete as per approved
drawings and technical specifications.
Construction of RCC railing of M30 Grade in-situ with 20
mm nominal size aggregate, true to line and grade,
tolurence of vertical RCC post not to exceed 1 in 500,
13.7 centre to centre spacing between vertical post not to metre 2020.00
exceed 2000 mm, leaving adequate space between
vertical post for expansion, complete as per approved
drawings and technical specifications.
Providing, fitting and fixing mild steel railing complete as
13.8 metre 3136.00
per drawing and Technical Specification
Drainage Spouts complete as per drawing and Technical
13.9 each 1957.00
specification
PCC M15 Grade leveling course below approach slab
13.10 cum 5265.00
complete as per drawing and Technical specification
82
Reinforced cement concrete approach slab including
13.11 reinforcement and formwork complete as per drawing cum 12126.00
and Technical specification
Providing anti-corrosive treatment to HYSD As per
13.12 reinforcement with Fusion Bonded Epoxy Coating (FBEC) tonne market
(To be taken as per the prevailing market rates.) rate
Precast - pretensioned Girders (Providing, precasting,
transportation and placing in position precast
13.13 cum 29339.00
pretensioned concrete girders as per drawing and
technical specifications)
Providing and fixing Helical pipes in voided concrete
13.14 metre 7314.00
slabs
Crash Barriers (The rate analysis for rigid crash barrier
in reinforced cement concrete, semi-rigid crash barrier
13.15 with metal beam and flexible crash barrier with wire
ropes have been made and included in chapter-7 on
Traffic and Transportation.)
Painting on concrete surface (Providing and applying 2
coats of water based cement paint to unplastered
13.16 concrete surface after cleaning the surface of dirt, dust, metre 140.00
oil, grease, efflorescence and applying paint @ of 1 litre
for 2 Sq.m. )
Burried Joint (Providing and laying a burried expansion
joint, expansion gap being 20 mm, covered with 12 mm
thick, 200 mm wide galvanised wieldable structural steel
plate as per IS: 2062, placed symmetrical to centre line of
13.17 metre 1260.00
the joint, resting freely over the top surface of the deck
concrete, welding of 8 mm dia. 100 mm long galvanised
nails spaced 300 mm c/c along the centre line of the plate,
all as specified in clause 2604.)
13.18 Filler joint
Providing & fixing 2 mm thick corrugated copper plate in
(i) expansion joint complete as per drawing & Technical metre 510.00
Specification.
Providing & fixing 20 mm thick compressible fibre board
(ii) in expansion joint complete as per drawing & Technical metre 107.00
Specification.
Providing and filling joint sealing compound as per
(iii) drawings and technical specifications with coarse sand metre 32.00
and 6% bitumen by weight
83
Asphaltic Plug joint (Providing and laying of asphaltic
plug joint to provide for horizontal movement of 25 mm
and vertical movement of 2 mm, depth of joint varying
from 75 mm to 100 mm, width varying from 500 mm to
750 mm (in traffic direction), covered with a closure
13.19 plate of 200mm x 6mm of wieldable structural steel metre 1088.00
conforming to IS: 2062, asphaltic plug to consist of
polymer modified bitumen binder, carefully selected
single size aggregate of 12.5 mm nominal size and a heat
resistant foam caulking/backer rod, all as per approved
drawings and specifications.)
Elastomeric Slab Steel Expansion Joint (Providing and
laying of an elastomeric slab steel expansion joint,
catering to right or skew (less than 20 deg., moderately
curved with maximum horizontal movement upto 50 mm,
complete as per approved drawings and standard
13.20 metre 7134.00
specifications to be installed by the
manufacturer/supplier or their authorised representative
ensuring compliance to the manufacturer's instructions
for installation and clause 2606 of MoRTH specifications
for road & bridge works.)
Strip Seal Expansion Joint (Providing and laying of a
strip seal expansion joint catering to maximum horizontal
movement upto 70 mm, complete as per approved
13.21 drawings and standard specifications to be installed by metre 6383.00
the manufacturer/supplier or their authorised
representative ensuring compliance to the
manufacturer's instructions for installation.)
Modular Strip / Box Seal Joint (Providing and laying of
a modular strip Box steel expansion joint including
anchorage catering to a horizontal movement beyond 70
mm and upto 140mm, complete as per approved
13.22 metre 42301.00
drawings and standard specifications to be installed by
the manufacturer/supplier or their authorised
representative ensuring compliance to the
manufacturer's instructions for installation.)
Modular Strip / Box Seal Joint (Providing and laying of
a modular strip box seal expansion joint catering to a
horizontal movement beyond 140mm and upto 210mm,
complete as per approved drawings and standard
13.23 metre 85877.00
specifications to be installed by the
manufacturer/supplier or their authorised representative
ensuring compliance to the manufacturer's instructions
for installation.)
84
CHAPTER-14
85
14.8 Dry rubble Flooring cum 2373.00
Curtain wall complete as per drawing and Technical
14.9
specification
A Stone masonry in cement mortar (1:3) cum 3803.00
B Cement concrete Grade M15 cum 5476.00
Flexible Apron :Construction of flexible apron 1 m thick
14.10 comprising of loose stone boulders weighing not less than cum 1959.00
40 kg beyond curtain wall.
Gabian Structure for Retaining Earth (Providing and
construction of a gabain structure for retaining earth with
segments of wire crates of size 7 m x 3 m x 0.6 m each
divided into 1.5 m compartments by cross netting, made
from 4 mm galvanised steel wire @ 32 kg per 10 sqm
14.11 having minimum tensile strength of 300 Mpa conforming cum 2642.00
to IS:280 and galvanizing coating conforming to IS:4826,
woven into mesh with double twist, mesh size not
exceeding 100 x 100 mm, filled with boulders with least
dimension of 200 mm, all loose ends to be tied with 4
mm galvanised steel wire)
Gabian Structure for Erosion Control, River Training
Works and Protection works (Providing and
constructing gabain structures for erosion control, river
training works and protection works with wire crates of
size 2 m x 1 m x 0.3 m each divided into 1m
compartments by cross netting, made from 4 mm
14.12 galvanised steel wire @ 32 kg per 10 sqm having cum 4002.00
minimum tensile strength of 300 Mpa conforming to
IS:280 and galvanizing coating conforming to IS:4826,
woven into mesh with double twist, mesh size not
exceeding 100 mm x 100 mm, filled with boulders with
least dimension of 200 mm, all loose ends to be securely
tied with 4 mm galvanised steel wire.)
86
CHAPTER-15
87
Applying epoxy mortar (MC Dur 1250 of MC Bauchemie
or Equivalent)over leached, honey combed and spalled
15.8 sqm 395.00
concrete surface and exposed steel reinforcement
complete as per Technical specification
88
15.20 Replacement of damaged mild steel railing metre 287.00
Repair of crash barrier (Repair of concrete crash
barrier with cement concrete of M-30 grade by cutting
15.21 and trimming the damaged portion to a regular shape, metre 293.00
cleaning the area to be repaired thoroughly, applying
cement concrete after erection of proper form work.)
89
CHAPTER-16
MISCELENIOUS ITEMS
Cautionary/Mandatory/Facility Information Sign
16.01
Board with Definition Plate
90
Providing & fixing of cautionary sign board of
Cautionary/Mandatory/Facility Information sign board
made out of retro reflective sheeting conforming to Type
XI standards of ASTM D4956-09 & as per IRC-67: 2012
specifications, fully covered over 4mm thick ACP/2mm
thick Al supported with back support frame of 25x25x3
mm stainless steel angle of 304 grade. Board Shall be
fixed to a vertical post of 80mm dia stainless steel pipe of
3.6 mtr height and firmly fixed to the ground by means of
properly designed foundation with M20 grade cement
concrete 45 cm X 45 cm X 60 cm etc, 60 cm below ground
level. 10 years warranty & a certified copy of three years
outdoor exposure report from an independent lab as per
IRC 67-2012 for Type XI retro reflective sheeting shall be
submitted by the contractor.
a 900mm Triangle - Cautionary Sign Each 10719
b 600 mm Triangle - Cautionary Sign Each 9039
c 600 mm Circle - Mandatory Sign Each 9065
d 900mm Octagon - Mandatory Sign Each 13362
e 600mm x 800mm Rectangle - Facility Information Sign Each 11496
f 300mm x 900mm Rectangle - Hazard Marker Sign Each 7107
g 600mm x 500mm Rectangle - Chevron Sign Each 9132
91
Providing & fixing of Direction & Place Identification sign
board (Less than 0.9 sq.mtr) made out of retro reflective
sheeting conforming to Type XI standards of ASTM
D4956-09 & as per IRC-67: 2012 specifications, fully
covered over 4mm thick ACP/2mm thick Al supported
with back support frame of 35x35x5 mm stainless steel
angle, 304 Gradewith areas not exceeding 0.9 sq.mtr and
surrounded by 35mm dia stainless steel pipe of 304
a Grade. Board Shall be fixed to a vertical posts of 80mm Sqm 21550
dia stainless steel pipe, 304 grade of 3.6 mtr height and
firmly fixed to the ground by means of properly designed
foundation with M20 grade cement concrete 45 cm X 45
cm X 60 cm etc, 60 cm below ground level. 10 years
warranty & a certified copy of three years outdoor
exposure report from an independent lab as per IRC 67-
2012 for Type XI retro reflective sheeting shall be
submitted by the contractor.
92
16.05 Median Marker
Supply and Fixing of Median Marker which shall be
made of tough, high impact resistant, injection-molded,
thermoplastic body with an isosceles trapezoidal
structure of length, width and height not less than 15cm,
10cm and 10cm respectively and thickness not less than
1.8mm, the body structure shall be rounded at its acute
angle, all the corners and edges. The plastic used for
molding the Median Marker shall have a minimum
Notched Izod Impact strength value of 600 J/m at room
temperature, when tested in accordance with ASTM D256
and shall retain at least 70% of this value when subjected
accelerated weathering for 1000hrs as per ASTM G155 or
Each 446.00
ISO 180/A. The logo of the manufacturer shall be
embossed on either side of the body in the injection
molding process. The Median Marker shall have
fluorescent yellow color retro-reflective sheeting of size
not less than 8.5cm*8.5cm and with fully reflective Micro
prismatic cube corners as its retro-reflective elements
and meets type XI of ASTM D 4956-09 specifications. The
retro-reflective sheeting shall be one or both sides of the
Median Marker and shall be edge protected with no
exposed edges which will prevent edge lifting, vandalism,
sheeting damage, etc. The Median Marker shall be fixed
by a combination of epoxy adhesive and Grouting.
93
16.07 Solar Raised Pavement Marker
Supply and fixing of Solar Raised Pavement Markers made of
polycarbonate molded body with circular shape, solar
powered, LED self illumination in active mode, 360 degree
illumination and reflective panels with micro prismatic lens
capable of providing total internal reflection of the light
entering the lens face in passive mode. The marker shall
support a load of 20000 kg tested in accordance to ASTM D
4280. The marker should be resistant to dust and water
ingress according to IP 65 standards and should withstand
temperatures in the range of 0 C to 70 C. Color of lighting
could be provided in red or yellow (amber) as per requirement
and typical frequency of blinking is 1 Hz. There should be
current losses of less than 20 micro-amperes at 2.4 V in sleep-
charging mode to enhance the life of the marker and a full
charge should provide for a minimum autonomy of 50 hours. Each 2901.00
The height, width and length of the marker shall not be less
than 10 mm x 100 mm x 100 mm. Also, the surface diameter of
the marker shall not be less than 100 mm respectively. The
weight of the marker shall not exceed 0.5 Kilograms. Fixing
will be by drilling holes on the road for the shanks to go inside,
without nails and using epoxy resin based adhesive as per
manufacturer’s recommendation and complete as directed by
the engineer. Pre Qualification warranty for 2 years for the
Solar Raised Pavement Marker from manufacturer shall be
submitted by the contractor along with the tender for technical
qualification in the tender and the contractor shall also submit
test reports from government laboratory/independent
laboratory for Compressive Strength and Prevention of Dust &
Water for technical qualification in the tender.
94
Conducting Survey by using Electronic Total Station,
taking existing road levels at three locations for every 10
m. interval and preparation of cross sectional drawings in
16.09 Auto Cad format , Calculation of quantity of Profile Per Km 6800.00
corrective layer & submisasion of Cross sectional
drawings along with cross sectional Areas.(Rate inclusive
of all Taxes applicable)
95
Protective coating -Paint with Emce Colourflex of MC
Bauchemie or Equivalent with a priming coat @100
g/m2 & main polymer coating thickness 200-225
microns @400-450 g/m2 for two coats with approved
shades including cost of materials,cleaning ,preparing the
surface,chipping,removing loose dirt with wire brush &
16.14 Sq.m. 206.00
water ,labour for filling holes,cracks,joints etc.with one
component polymer modified fine repair & cosmetic
mortar,labour for applying above coating,scaffolding
charges etc with all taxes complete as per IRC SP:80
Clause 6.5.1 & clause 2808 of MORT& H specifications
latest edition.
96
Construction of sub surface drain 200 mm dia using
geotextiles treated with carbon black with physical
properties as given in clause 702.2.3 formed in to a stable
16.18 network and a planar geocomposite structure, joints Meter 682.00
wrapped with geotextile to prevent ingress of soil, all as
per clause 702 and approved drawings including
excavation and backfilling
97
Supply and Fixing of tiger eye road studs in Asphalt/
concrete roads Using portable diamond core drill of
100mm dia to cut cores of 25mm deep & fixed with
Epoxy.The tiger eye road studs shall be Made from fully
tempered glass, having a weight of 540grams+ 10 grams,
diameter shall be 100mm and fixing depth of 25mm.with
a oval glass protrusion of 19mm height and 60mm dia
above of surface providing reflection from all anglesas
per the drawing. The stud base shall be covered with
16.22 Each 595.00
thermal sprayed aluminium layer for reflection. The glass
should be either colourless or have an integral yellow
color. Use of coloured reflective coating is not
permitted.The road stud shall exhibit a safe compression
load carrying capacity of exceeding 50Tonnes when
tested in a compression testing machine and should not
break when 1kg steel ball is dropped from a height of
1.5m.It shall be ensured that the stud surface is
maximum 1mm above the road surface
98
CHAPTER-17
99
Transition section between rigid and flexible pavement
(Due to change in the properties of materials and type of
construction, a gradual changeover from rigid pavement
to flexible pavement is desirable to avoid any damage at
the butting joint. After provision of an expansion joint in
17.4 cum 2465.00
the cement concrete slab, the thickness of slab should be
tapered to 10 cm over a length of 3 m towards the flexible
pavement. The deficiency of thickness caused due to
tapering of the slab should be made up by the asphaltic
layers.)
100
CHAPTER - 18
Requirement of materials and road roller
Pne
RC
um
Prec C
Vibr atic
astC pips
ator tyre
Bitu Bitu oncre e20 Static
Stone Ce Bitu y d
Ston Brick Murru Wat San Lim men men te tile 0m Road
aggre men men Roa roll
Item Description e (nos) m er d e (60/7 (80/1 300x m Rolle
Unit gate t Emul d er
Ref .No of items 0) 00) 300x dia r
sion Roll 12-
25m 2.5
er 15
m m.le
ton
ngth
nes
Kilo Cu. Bag Day Day
Cu.m Nos Cu.m Cu.m MT MT MT MT Nos. Nos. Days
Lit m s s s
3.16 Construction of
Embankment
with Material
Deposited from
Roadway
Cutting
(Construction
of embankment
with approved
materials
deposited at 1
800 Cu.m 192
site from day
roadway cutting
and excavation
from drain and
foundation of
other structures
graded and
compacted to
meet
requirement of
table 300-2)
101
3.18 Construction of
Subgrade and
Earthen
Shoulders
(Construction
of subgrade
and earthen
shoulders with
approved
material
obtained from 1
640 Cu.m 154
borrow pits with day
all lifts & leads,
transporting to
site, spreading,
grading to
required slope
and compacted
to meet
requirement of
table No. 300-
2)
3.19 Compacting
Cu. 1
Original 640 25.6
m day
Ground
102
3.31 Construction of
rock fill
embankment
with broken
hard rock
fragments of
size not
exceeding 300
mm laid in
layers not
exceeding 500
Cu. 1
mm thick 800
m day
including filling
of surface voids
with stone
spalls, blinding
top layer with
granular
material, rolled
with vibratory
road roller, all
complete as
per clause 313.
4.1 Granular Sub-
Base with
Close Graded
Material
(Table:- 400-1)
A Plant Mix
Method
For Grading-I Cu. 1
300 383
Material m day
For Grading-II Cu. 1
300 384
Material m day
For Grading-III Cu. 1
300 384
Material m day
103
Construction of
granular sub-
base by
providing close
graded
material,
spreading in
uniform layers
with motor
grader on
prepared
surface, mixing
by mix in place
method with
rotavator at
OMC, and
compacting
with vibratory
roller to
achieve the
desired density,
complete as
per clause 401
B By Mix in Place
Method
For Grading-I Cu. 1
400 511
Material m day
For Grading-II Cu. 1
400 512
Material m day
For Grading-III Cu. 1
400 512
Material m day
4.3 Lime
Stabilisation for
Improving Sub-
grade
A By Mechanical Cu. 1
400 21
Means m day
B By Manual 200 Cu. 11 1
104
Means m day
4.4 Lime Treated
Cu. 1
Soil for Sub- 400 21
m day
Base
4.5 Cement
Treated Soil Cu. 1
400 28
Sub Base/ m day
Base
4.6 Cement
Treated
Crushed Rock
or combination Cu. 1
300 384 24
as per clause m day
403.2 and table
400.4in Sub
base/ Base
4.8 Construction of
inverted choke
by providing,
laying,
spreading and
compacting
screening B
type/ coarse
sand of Cu. 1
600
specified grade m day
in uniform layer
on a prepared
surface with
motor grader
and
compacting
with power
roller etc
4.9 Water Bound Cu.
Macadam 360 2 static or 1
m
vibratory roller
Grading-I
105
a) With type A
Cu.
Stone 360 532.8 28.8 144
m
Screening
b) With Moorum
Cu.
or Gravel 360 435.6 108 144
m
Screening
Grading-II
a) With type A
Cu.
Stone 360 493 28.8 144
m
Screening
b) With type B
Cu.
Stone 360 521.8 28.8 144
m
Screening
c) With Moorum
Cu.
or Gravel 360 435.6 105.6 144
m
Screening
Grading-III
a) With type A
Cu.
Stone 360 522 28.8 144
m
Screening
b) With Moorum
Cu.
or Gravel 360 435.6 105.6 144
m
Screening
4.10 Crushed
Cement
Concrete Sub-
base / Base
By Vibratory 2
roller static
Cu. or 1
360 72
m vibrat
ory
roller
106
4.11 Penetration
Coat Over Top
Layer of Sq. 18.7 1
7500 97.5
Crushed m 5 day
Cement
Concrete Base
4.12 Wet Mix 2
Macadam static
Cu. or 1
225 297 18
m vibrat
ory
roller
4.16 Footpaths and Sq. 3520 1
Separators 3200 741.7 128 41 19.5 240
m 0 day
4.17 Crusher Run
Macadam Base
A By Mix in Place Cu. 1
360 475.2 36
Method m day
b) By Mixing Plant Cu. 1
225 297 18
: m day
5.3 Bituminous Cu. 14.8
205 290.1 2 1
Macadam m 5
5.4 Bituminous
Penetration
Macadam
(Single layer
construction)
a) 50 mm thick Sq.
4500 337.5 22.5 2 1
m
b) 70 mm thick Sq.
4500 486 30.6 2 1
m
5.5 Built-up-Spray
Grout(Two Sq.
3000 339 9 2 1
layer composit m
construction)
107
5.6 Dense Graded
Cu. 8.6 19.1
Bituminous 205 281.5 2 1
m 2 3
Macadam
5.7 Semi-Dense
Bituminous
Concrete
a) Grading I: 13
Cu. 8.6 20.2
mm (Nominal 195 280.8 2 1
m 2 5
Size)
b) Grading II: 10
Cu. 8.6
mm (Nominal 195 279.3 22.5 2 1
m 2
Size)
5.8 Bituminous
Concrete
a) Grading I: 19
Cu. 8.6
mm (Nominal 191 279.3 22.5 2 1
m 2
Size)
b) Grading II: 13
Cu. 8.6
mm (Nominal 191 279.3 22.5 2 1
m 2
Size)
5.9 Surface
Dressing
19 mm nominal Sq.
chipping size 9000 135 10.8 1
m
13 mm nominal Sq.
size chipping 9000 90 9 1
m
5.10 Open - Graded
Premix
Surfacing
I Mechanical
method using
Penetration
grade Bitumen Sq. 14.9
10250 276.8 1
and HMP of m 7
appropriate
capacity not
less than 75
108
tonnes/hour .
II Open-Graded
Premix
Surfacing using Sq.
900 24.3 1.94 1
cationic m
Bitumen
Emulsion
5.11 Close Graded
Premix
Surfacing/Mixe
d Seal
Surfacing
I Mechanical
means using
HMP of
appropriate
capacity not
less than 75
tonnes/hour.
Typa A Sq.
10250 276.8 22.5 1
m
Typa B Sq.
10250 276.8 19.48 1
m
5.12 Seal Coat
(i) Case - I : Type Sq.
10250 92.25 10.05 1
A m
(ii) Case - II : Type Sq.
7858 47.16 5.34 1
B m
PCC 1:3:6 in
Foundation
9.1
40 mm Cu.
1 0.92 1.2 0.5 4.4
nomonal size m
10.4 Filling Pot-
holes and
Patch Repairs Sq.
10250 276.8 14.97 2.46 1
with open- m
Graded Premix
109
surfacing,
20mm.
110
Stone Masonry
Work in
Cement Mortar
1:3 in
Foundation
complete as
per Drawing
and Technical
Specifications.
(A) Square Rubble
Coursed
Cu.
Rubble 5 for 5.5 Cu.m,bond stone 35 No. 1.6 15.3
m
Masonry (first
sort)
(B) Random
Cu. 15.8
Rubble 5 for 5.5 Cu.m,bond stone 35 No. 1.63
m 1
Masonry
(A) Cement
Mortar1:2 Cu.
1 0.9 13.4
(1cement :2 m
sand)
(B) Cement
Mortar1:3 Cu.
1 1.1 10.2
(1cement :3 m
sand)
(C) Cement
Mortar1:4 Cu.
1 1.1 8
(1cement :4 m
sand)
(D) Cement
Mortar1:6 Cu.
1 1.3 5.8
(1cement :6 m
sand)
111
Plain/Reinforce
d Cement
Concrete in
Open
Foundation
complete as
per Drawing
and Technical
Specifications.
A PCC Grade Cu.
15 13.5 6.8 82.6
M15 m
B PCC Grade Cu. 103.
15 13.5 6.8
M20 m 2
C RCC Grade
M20
I) Using Concrete Cu. 104.
15 13.5 6.8
Mixer m 2
II) With Batching
Plant, Transit Cu. 833.
120 108 54
Mixer and m 2
Concrete Pump
D PCC Grade
M25
Case I Using Concrete Cu. 119.
Mixer 15 13.5 6.8
m 8
Case II With Batching
Plant, Transit Cu.
120 108 54 959
Mixer and m
Concrete Pump
E RCC Grade
M25
Case I Using Concrete Cu.
Mixer 15 13.5 6.8 121
m
Case II With Batching
Plant, Transit Cu. 967.
120 108 54
Mixer and m 6
Concrete Pump
112
F PCC Grade
M30
Case I Using Concrete Cu. 121.
Mixer 15 13.5 6.8
m 6
Case II With Batching
Plant, Transit Cu.
120 108 54 972
Mixer and m
Concrete Pump
G RCC Grade
M30
Case I Using Concrete Cu.
Mixer 15 13.5 6.8 122
m
Case II With Batching
Plant, Transit Cu.
120 108 54 976
Mixer and m
Concrete Pump
H RCC Grade
M35
Case I Using Concrete Cu. 126.
Mixer 15 13.5 6.8
m 6
Case II With Batching
Plant, Transit Cu. 101
120 108 54
Mixer and m 3
Concrete Pump
(ix) RCC M40
Grade
Case II With Batching
Plant, Transit Cu. 103
120 108 54
Mixer and m 2
Concrete Pump
13.2 Pointing with
cement mortar
(1:3 ) on brick Sq.
10 0.03 0.31
work in m
substructure as
per Technical
113
Specifications
13.3 Plastering with
cement mortar
(1:3 ) on brick
Sq.
work in sub- 10 0.15 1.47
m
structure as per
Technical
Specifications
114
Goa Schedule of Rates
Roads & Bridges, 2020
(Part-II - State Sector)
INDEX
Goa Schedule of Rates – 2020 for Roads & Bridges
(Part - II - State Sector)
CHAPTER
NAME OF CHAPTER FROM - TO
NO
1702 2 Driver
a) For road rollers and heavy machinery Per day Rs.441
b) For truck Per day Rs.441
c) For light vehicles, jeep etc. Per day Rs.441
1703 3 Cleaner: For truck, road roller etc. Per day Rs.325
1704 4 Operator
a) Pheumatic drill hammer Per day Rs.483
b) Concrete mixer, Asphalt boiler Per day Rs.441
c) Pump attendant, Bitumen sprayer Per day Rs.386
d) Laboratory attendant, specialised machine Per day Rs.386
1705 5) Marines
a) Driver Per day Rs.441
b) Oarsman, Tandel, Sarang Per day Rs.386
1706 6 Mason
a) Stone Ornamental work (highly skilled) Per day Rs.483
b) 1st class (skilled) Per day Rs.441
c) 2nd class brick layer, stone layer for plaster
of paris work Per day Rs.386
1707 7) Carpenter
a) Furniture (highly skilled) Per day Rs.483
b) 1st class (skilled) Per day Rs.441
1
c) 2nd class (semi-skilled) Per day Rs.386
d) Assistant Per day Rs.325
1708 8 Blacksmith:
a) 1st class (skilled) Per day Rs.441
b) 2nd class (semi-skilled) Per day Rs.386
c) Assistant Per day Rs.325
1709 9 Fitter
a) 1st class (skilled) Per day Rs.441
b) 2nd class (semi-skilled) Per day Rs.386
c) Assistant Per day Rs.325
1711 11 Mechanic
a) 1st class Per day Rs.441
b) 2nd class Per day Rs.386
c) Assistant Per day Rs.325
1712 12 Painter
a) Artist painter (Highly skilled) Per day Rs.483
b) Painter (skilled) Per day Rs.441
c) 2nd class (semi-skilled) Per day Rs.386
d) White washer Per day Rs.386
2
1719 17 Compressor operator Per day Rs.441
3
CHAPTER I (B)
4
1838 Flower plant Each 50.00
1839 Thorn plant Each 60.00
1840 Neem cake QTL 1800.00
1841 100 mm DIA PVC (RIGID) Pipe 4 kg mts 286.00
1842 75 mm DIA PVC (RIGID) Pipe 4 kg mts 143.00
1843 j. Epoxy ready made primer vertical Kg 142.00
1844 k. Epoxy ready made primer Horizon Kg 142.00
1845 l. Epoxy ready made mortar Kg 65.00
1846 m. sealant Bituminious sheet Kg 70.00
1847 Lime Tonne 9500.00
1848 Water KL 85.00
1849 Cement Tonne 5313.00
1850 Sand Cu.m 1300.00
Precast cement concrete tiles
1851 300* 300* 25mm thick. No 40.00
1852 R.C.C. pipe 200 mm dia 2.5m Mts. 140.00
1853 Blasting material Kg 63.75
1854 Selected earth for refilling Cu.m 262.50
1855 Slow curing bitumen emulsion Kg 34.48
1856 Brick II nd class No 9..5
1857 MS sheet 50* 0.5 m Kg 44.00
1858 Rivets 6m dia and 10m in length Each 5.95
Paint conforming to 803.3 clause
1859 (Ready mixed ) Litres 104.00
Lettering on Km post Per
1860 cm/per 14.45
letter
5
1864 RCC drain with M20( Factory made) RM 2580.00
30* 30 cm* 50 cm long 10 cm
a. thickness base 10 cm.
1865 RCC slab M20 ( Factory made)
a 900* 400* 150 mm - 30T Each 1029.60
b 900* 400* 100 mm - 12T Each 635.00
c 750* 400* 100 mm - 4.2 kg Each 450.00
d 700* 500* 75 mm - 2.8 kg Each 300.00
e 600* 500* 75 mm - 2.2 kg Each 300.00
f 1200* 400* 150 with reinforcement not less than 9 kg Each 1386.00
g 1500* 400* 150 with reinforcement not less than 12 kg Each 1552.50
1866 Bentonite KG 5.00
1867 Fire wood. Qtl 500.00
1868 Diesel Litres 65.17
1869 G.I. Pipe 40 mm Mts. 250.00
1870 Oil paint primer Sq.Mtrs. 161.50
1871 Alumnium paint Sq.Mtrs. 246.00
1872 White wash Kg 4.68
1873 MS sheet 16 gauge. Kg 44.00
1874 Solvent Litres 130.00
1875 Stone spall Cu.m 148.75
1876 Thermoplastic compound Litres 145.60
1877 Reflectorising glass beads Kg 65.00
Short Blasted - Grey Colour Size: 250mm x 250mm x
1878 500.00
28mm SQM
Short Blasted - Other Colour Size: 250mm x 250mm x
1879 525.00
28mm SQM
1880 Short Blasted - Grey ColourSize: 300mm x 300mm x 525.00
30mm SQM
1881 Short Blasted - Other ColourSize: 300mm x 300mm x 575.00
30mm SQM
1882 Short Blaster paving Tiles - Grey Colour Size: 250mm x 750.00
500mm x 40mm SQM
1883 Short Blaster paving Tiles - Other Colour Size: 250mm x 875.00
500mm x 40mm SQM
1884 Short Blaster - Grey ColourSize: 400mm x 400mm x 750.00
40mm SQM
1885 Short Blaster - Other ColourSize: 400mm x 400mm x 875.00
40mm SQM
6
2) Size: 210mm x 105mm x 60mm (Type: Rectangular
Shape)
3) Size: 150mm x 150mm x 60 mm (Type: Square Shape)
1890 Shot Blasted paver (70mm) - Grey Colour Size: 210mm x SQM 700.00
105mm x 70mm thick (Type: Rectangular Type Pavers)
1891 Shot Blasted paver (70mm) - Other Colour Size: 210mm x SQM 735.00
105mm x 70mm thick (Type: Rectangular Type Pavers)
Shot Blasted paver (80mm) - Grey Colour
1) Size: 210mm x 150mm x 80mm thick (Type:
1892 Rectangular Type Pavers), SQM 750.00
2) Size: 210mm x 150mm x 80mm thick (Type: Square
Type Pavers)
Shot Blasted paver (80mm) - Other Colour
1) Size: 210mm x 150mm x 80mm thick (Type:
1893 Rectangular Type Pavers), SQM 785.00
2) Size: 210mm x 150mm x 80mm thick (Type: Square
Type Pavers)
1894 Shot Blasted paver (100mm) - Grey Colour Size: 200m x SQM 850.00
100mm x 100mm (Type: Rectangular Type)
1895 Shot Blasted paver (100mm) - Other Colour Size: 200m x SQM 900.00
100mm x 100mm (Type: Rectangular Type)
1896 Organo-Silane Antistripping Agent (Zycotherm make or KG 1400.00
Equivalentat)
7
1897 Steel (reinforcement) Kg 45.00
1898 Steel (angles and channels) Qtl 4600.00
1899 Corrugated sheet,3mmthick kg 73.67
1900 M.S channel,tees and angles kg 46.00
1901 Retro reflective sheeting of crystal grade(CRG) sqm 10710.00
8
CHAPTER - II
BASIC RATES OF PLANTS & MACHINERY FOR ROAD AND BRIDGE WORKS
Front end
Soil loading 5.00
2103 loader 1 cum cum/hour Per hour 800.00
Aggregate loading 7.00
bucket capacity cum/hour
Transportation of Per
Tipper -5 Capacity 50
2104 soil, GSB, WMM, hour/cu 500.00
cum/7 cum in cum 70
hotmix etc. m
Capacity
2105 Tractor(FARM) Pulling 50 Per hour 410.00
in HP
9
Mechanical
Brooom
2110 Surface Cleaning sqm/hour 1250 Per hour 450.00
Hydraulic/Road
sweeper
Bitumen
Applying bitumen
2111 Pressure sqm/hour 1750 Per hour 850.00
tack coat
Distributor
Emulsion
Applying bitumen
2112 Pressure sqm/hour 1750 Per hour 725.00
tack coat
Distributor
Paver Finisher
Hydrostatic Paving of
Per hour
2114 with sensor DBM/BM/SDC/Pre cum/hour 40 2000.00
Per hour
control 100 mix cum/hour
TPH
Paver Finisher
Paving of wmm 40
2115 Mechanical Per hour 1500.00
Paving of DLC cum/hour 30
100 TPH
Hydraulic Chip
2116 Surface Dressing sqm/hour 1500 Per hour 196.00
Spreader
Pot-Hole Repair
2119 Machine or Jet Repair of pot-holes 4 Per hour 2355.00
cum/hour
patcher
10
Bitumen Boiler Capacity
2120 Bitumen Spraying 1500 Per hour 562.00
Oil Fired in litre
Batching and
Mixing Plant
a) 30 cum Concrete Mixing 2100
cum/hour 20 Per hour
2122 capacity Concrete Mixing 1670
cum/hour 13 Perhour
b) 15-20 cum Concrete mixing 3550
cum/hour 0 Perhour
capacity
c) 175 cum
Concrete Pump
Pumping of
2124 of 45 & 30 cum cum/hour 33 Per hour 290.00
concrete
capacity cum/hour
Cranes
Lifting Purpose Per hour 1130
a) 80 tonnes
2125 Lifting Purpose 25 per hour 880
b) 35 tonnes cum/hour
Lifting Purpose per hour 672
c)3 tonnes
Concrete Paver
Paving of Concrete
2129 Finisher with cum/hour 20 per hour 2750.00
Surface
40 HP Motor
11
Integrated Crushing of spalls 100 Per hour 6700
2130 TPH
Stone Crusher Crushing of spalls 200 per hour 13300
Prestressing
Stressing of Steel
2131 Jack with Pump Per hour 155.00
Wires/Stands
& Access
Generator
250 910
a) 250 KVA Generation of KVA Per hour
2132 100 755
b) 100 KVA Electric Energy KVA per hour
30 490
c) 33 KVA
Road roller
2133 (ord) 8-10 70 hr 500.00
tonnes
Plate
2139 hr 69.00
compactor
Concrete Joint
2141 hr 57.00
cutting machine
Texturing
2142 hr 155.00
machine
1.50
Pneumatic Pneumatic sinking
2143 to hr 3310.00
sinking plant of wells
2.00
12
Road marking
2144 Road marking sq.m./hr hr 100.00
machine
Note: The Hire charges for machinery include ownership charges, cost of repair and
maintenance including replacement of tyres and running and operating charges which include
crew, fuel and lubricants.
13
Chapter III
TRANSPORTATION AND CARRIAGE OF MATERIALS
(A) By tipper truck
including loading, unloading
and stacking
Beyond 5 Beyond Beyond
upto 10 10 upto 20 upto
Item nos Materials Unit 1 km 2km 3km 4 km 5 km
km per 20 km per 30 km per
km km km
(A) Lime,building rubbish,
manure
sludge, moorum excavated
rock
( I ) Lime,moorum, building
3001- 8 rubbish Cum 91.61 111.63 131.64 151.66 171.68 20.02 20.02 20.02
3009- 16 ( ii ) Earth Cum 114.51 139.53 164.55 189.58 214.60 25.02 25.02 25.02
3017 -24 ( iii ) Manure or sludge Cum 99.57 121.33 143.09 164.85 186.61 21.76 21.76 21.76
3025 -32 ( I v ) Excavated rock Cum 183.21 223.25 263.29 303.32 343.36 40.04 40.04 40.04
14
CARRIAGE OF MATEIALS
( B ) By mechanical
transport including loading ,
unloading and stacking
Beyond 5 Beyond
upto 10 10 upto Beyond 20
Item nos Materials Unit 1 km 2km 3km 4 km 5 km
km per 20 km per upto 30
km km km per km
(A) Lime,building rubbish,
manure
sludge, moorum excavated
rock
( I ) Lime,moorum, building
3065 - 72 rubbish Cum 168.48 190.13 211.40 231.80 251.40 17.62 14.18 11.44
3073 - 80 ( ii ) Earth Cum 210.59 237.67 264.25 289.75 314.25 19.15 15.41 14.31
3081 - 88 ( iii ) Manure or sludge Cum 183.13 206.67 229.78 251.95 273.26 35.24 28.36 12.44
3089 - 96 ( I v ) Excavated rock Cum 336.95 380.27 422.80 463.59 502.80 21.14 17.02 22.89
1000
3121 - 28 2 Bricks nos 505.43 865.41 918.13 969.10 1018.47 52.85 42.54 34.33
1000
3129- 36 3) Tiles nos 315.89 356.50 396.37 434.62 471.38 33.03 26.59 21.46
4.) Cement,stone
3137- 44 blocks,C.I,A.C &
C.C pipes below 100 mm dia
15
and
other heavy materials Tonne 144.41 162.97 181.20 198.68 215.49 15.10 12.15 9.81
3145 - 52 5 ) Steel Tonne 144.41 162.97 181.20 198.68 215.49 15.10 12.15 9.81
3153 - 60 6) Timber cum 202.17 228.16 253.68 278.16 301.68 21.14 17.02 13.73
3161 - 68 7) Tar, bitumen Tonne 224.63 253.51 281.86 309.06 335.20 23.49 18.91 15.26
3169 - 76 8) Steam coal cum 183.79 207.42 230.62 252.87 274.26 19.22 15.47 12.48
k) 900,1000,1100 &1
3317 - 24 1200mm dia 100m 6904.75 7792.39 8663.84 9499.85 10303.30 722.04 581.15 469.04
3325 - 32 l)1400,1600,1800 mm dia 100m 13809.50 15584.78 17327.68 18999.70 20606.60 1444.09 1162.30 938.08
16
1000
3333 - 40 11)Empty cement bags nos 5.05 5.70 6.34 6.95 7.54 0.53 0.43 0.34
100
3341 - 48 12)Hollow glass block nos 4.81 5.43 6.04 6.62 7.18 0.50 0.41 0.33
17
C) BY MANUAL LABOUR INCLUDING LOADING, UNLOADING STACKING FOR A LEAD LESS
THAN 0.5Kms.
Cost of Cost for
carriage additional
including 50m or
loading part
Unit of
Item No. Materials unloading thereof
rates
and beyond
stacking 1st 50m
for first upto 0.5m
50 metres (Y)
Light Material
This rate id applicable to net quantities after deduction of prescribed percentage for
Remarks:
voids mentioned in the specification under sub-head "Carriage of materials".
18
C) CARRIAGE OF MATERIALS BY MANUAL LABOUR INCLUDING LOADING, UNLOADING STACKING FOR A LEAD
LESS THAN 0.5Kms.
Cost of
Cost for
carriage
additional
including
50m or part
loading
Unit of thereof
Sr.no Materials unloading
rates beyond 1st
and
50m upto
stacking for
0.5m
first 50
(Y)
metres
Heavy Materials
Stone blocks .G.I.,C.I, pipes below 100mm dia
3369-72 a) 1t 75.00 11.00
and other heavy materials
3371-72 b) cement 1t 59.00 9.00
3372-74 c) Steel 1t 127.00 19.00
3375-76 Timber cu.m 82.00 12.00
3377-78 Tar, bitumen, etc. 1 tonne 75.00 11.00
3379-80 S.W. pipes
3381-82 a) 100mm 100m 150.00 22.00
3383-84 b) 150mm 100m 246.00 36.00
3385-86 c) 200mm 100m 344.00 51.00
3387-88 d) 230mm 100m 441.00 65.00
3389-90 e) 250mm 100m 573.00 84.00
3391-92 f) 300mm 100m 819.00 120.00
3393-94 g) 350mm 100m 1146.00 168.00
3395-96 h) 400mm 100m 1433.00 210.00
3397-98 i) 450mm 100m 1737.00 255.00
3399-00 j) 500mm 100m 2123.00 311.00
3401-02 k 600mm 100m 2605.00 382.00
R.C.C. pipes, steel cylinders, R.C. pipes, C.I.
pipes, Ununreinforced pipes
3403-05 a) 100mm 100m 202.00 30.00
3405-06 b) 150mm 100m 247.00 36.00
3407-08 c) 200mm 100m 285.00 42.00
3409-10 d) 230mm 100m 427.00 63.00
3411-12 e) 250mm 100m 751.00 110.00
3413-14 f) 300mm 100m 939.00 138.00
3415-16 g) 350mm 100m 1343.00 197.00
3417-18 h) 400mm 100m 1563.00 229.00
3419-20 i) 450mm & 500mm dia 100m 2084.00 306.00
3421-22 j) 600, 700,750 & 800 mm 100m 2292.00 336.00
19
C) CARRIAGE OF MATERIALS BY MANUAL LABOUR INCLUDING LOADING, UNLOADING
STACKING FOR A LEAD LESS THAN 0.5Kms.
Cost of Cost for
carriage additional
including 50m or
loading part
Unit of
Sr.No Materials unloading thereof
rates
and beyond
stacking 1st 50m
for first upto 0.5m
50 metres (Y)
Asbestos Cement sheets
3423-24 a) 50mm dia 100m 34.00 5.00
3424-25 b) 80mm dia 100m 94.00 14.00
3426-27 c) 100 mm dia 100m 134.00 20.00
3428-29 d) 150,dia 100m 188.00 28.00
The length of SW pipes will be measured excluding of the internal depth of
Remark:
sockets.
20
MISCELLANEOUS
C.I., G.I. or C.C. pipes upto 500 mm dia and similar Per
3432 b) 22.00
heavy materials (except cement and steel). M.T.
Remarks: The rates will be applicable in all whether materials are unloaded on or loaded
from railway siding or directly unloaded on or loaded from transport. No deduction shall
be made from carriage rates for such direct unloading or loading.
21
CHAPTER IV
EARTHWORKS
22
Excavation for roadway in soil by mechanical means
including cutting and pushing the earth to site of
embankement upto a distance of 100 metres (average
4111 lead 50 metres), including trimming bottom and side m3 54.00
slopes in accordance with requirements of lines,
grades and cross sections.as per MORTH Specification
301
23
Excavation for roadway in hardrock (blasting
prohibited) with rock breakers including breaking
rock, loading in tippers and disposal within all lifts
and lead upto 1000 metres trimming bottom and side
slopes in accordance with requirements of lines,
grades and cross-sections as per MORTH Specification
301
4116 Mechanised m3 653.00
4117 Manual Method m3 1364.00
24
Earthwork in excavation of foundation of structures
of culverts,abntments piers, retaining walls etc. as per
drawing and technical specification, including setting
out construction of shoring and bracing removal of
stumps and other deleterious matter, dressing of
sides and bottom, back filling the excavation earth to
the extent required and utilising the remaning earth
locally for road work upto 3.00 m depth as per
MORTH Specification 304
EXCLUDING DEWATERING
Ordinary soil
4121 Manual Means m3 390.00
4122 Mechanical Means m3 62.00
Marshy soil
4127 Manual Means m3 782.00
4128 Mechanical Means m3 342.00
25
Hard Rock (blasting prohibited)
4131 Mechanical Means m3 962.00
26
Laterite Masonary Work
27
CHAPTER - VI
PRECAST CEMENT CONCRETE WORKS
Sr. No Description Unit Rate
Supplying and fixing Pre-cast cement concrete kerb-
stones(factory made,the factory should be ISO
certified and registered under Dirctorate of
Industries, Govt. of India) of M-20 with 20 mm
6101
nominal size granitic/basaltic aggregate properly
consolidated by mechanical plat-form and vibrators
with smooth finish including fixing at site complete as
per specification.
a Size 30 cm L x 50 cm H x 15 cm T R.M. 663.00
b Size 30 cm L x 40 cm H x 15 cm T R.M. 556.00
c Size 60 cm L x45 cm H x 15 cm T R.M. 676.00
d Size 60 cm L x30 cm H x 10cm T R.M. 358.00
28
Supplying and fixing in position factory made pre-
cast cpncrete mushroom type road dividers in a grade
of M-20 mm nom. Size granitic/basaltic aggregate
6104 R.M. 259.00
compacted by mechanical vibrator in a form of
smooth finish etc. Overall height 36 cm, over all width
40 cm and thickness standing base 20 cm
29
Reinforced cement concrete M 15 grade kilometre
stone factory made of standard design as per IRC:8-
6107
1980 fixing in position including painting and printing
etc as per MORTH Specificatiom 804
a 5th kilometre stone(precast) Each 8003.00
b Ordinary kilometre stone(precast) Each 3952.00
30
CHAPTER XII
DISMANTLING DEMOLISHING & REPAIRS WORK
Sr. No. Description Unit Rate
31
Dismantling of existing structures like culverts,
bridges, retaining walls and other structure
comprising of masonry, cement concrete wood work,
steel work, including T & P and scaffolding wherever
12112
necessary, sorting the dismantled material, disposal
of unserviceable material and stacking the serviceable
material with all lifts and lead of 1000 metresas per
MORTH 202
I By Manual means
Lime concrete, cement concrete grade M-10 and
a m3 498.00
below
b Cement concrete grade M-15 & M-20 m3 596.00
Prestressed/reinforced cement concrete grade M-20
c m3 1571.00
and above
II By Mechanical Means
a Cement concrete grade M-15 & M-20 m3 664.00
Prestressed/reinforced cement concrete grade M-20
b m3 1100.00
& above
32
c Extra over item No (v) A and (v) B for cutting rivets Each 13.00
33
Dismantling guard rails by manual means and
disposal of dismantled material with all lifts and upto
12115 a lead of 1000 metres, stacking serviceable materials metre 98.00
and unserviceable materials separately as per MORTH
Specification 202
34
CHAPTER XIII
LANDSCAPING & HORTICULTURE WORK
Sr.No. Description Unit Rate
Spreading of sludge farm yard manure or/and good
earth in required thickness (cost of sludge, farm-yard
13101 m3 98.00
manure or/and good earth to be paid separately) as
per MORTH Specification 307
35
Planting permanent hedges including digging of
trenches, 60 cm wide and 45 cm deep, refilling the
excavated earth mixed with farmyard manure,
13107
supplied at the rate of 4.65 cum per 100 metre and
supplying and planting hedge plants at 30 cm apart as
per MORTH Specification 307
Planting Permanent hedges including digging of
a R.M. 370.00
Trenches
b Maintenance of hedge for one year R.M. 262.00
36
Half brick circular tree guard, in 2nd class brick,
internal diametre 1.25 metre, and height 1.2 metre,
above ground and 0.20 metre below ground bottom
13113 two courses laid dry, and top three courses in cement Each 3043.00
mortar 1:6 (1 cement 6 sand) and the intermediate
courses being in dry honey comb masonry as per
design complete.
37
CHAPTER XIV
ROAD WORKS
Sub-base Sub-grade and Bituminous courses
Item
Description Unit Rate
No.
Construction of granular sub-base by providing
coarse graded granitic or baslitic material, spreading
in uniform layers with motor grader on prepared
surface, mixing by mix in place method with rotavator
at OMC, and compacting with vibratory roller to
achieve the desired density, complete as per MORTH
Specification 401
14001 For Grading I Material m3 2785.00
14002 For Grading II Material m3 2847.00
14003 For Grading III Material m3 2861.00
38
Construction of embankment with approved
materials deposited at site from roadway cutting and
excavation rom drain and foundation of other
14007 m3 59.00
structures graded and compacted to meet
requirement of Table 300-2 as per MORTH
specification 305
39
Construction of unlined surface drains of average
cross sectional area 0.40 sqm in soil to specified lines,
grades, levels and dimensions to the requirement of
Clause 301 and 309. Excavated material to be used in
embankement within a lead of 50 metres (average
lead 25 metres) as per MORTH specification 309
14013 Mechanical Means RM 93.00
14014 Manual Means RM 98.00
40
Spreading the earth/hard soil in layers not exceeding
250 mm in depth breaking clods, watering rolling
each layer with half ton roller or wooden or steel
hammers and rolling every third and topmost layer
14022 m3 156.00
with power toller of minimum 8 tonne and dressing
up in embankment for roads, flood banks, marginal
and guide banks and filling up of ground dressing etc.
complete.
41
Supplying of granitic or basaltic stone soling of size
15-20 cm and Murrum having P.I. Value not more
than 6 and laying including packing with smaller
stones and consolidation with power roller including
spreading waters and consolidation of binding
14030 Cu.m. 1963.00
material etc. complete.(Measurements shall be
considered on finished item.and and layer of WBM of
50/75mm thick shall be taken seperately over this
sub-base to obtain smooth surface, as per the
directives of Engineerin-charge).
42
Making up loss of material/irregularities on shoulder
to the design level by adding fresh approved soil and
14038 compacting it with approprite Equipment to an m2 58.00
average thickness of 150 mm as per MORTH
Specification 3003
Filling potholes and patch repairs with open graded
premix material and removal of all failed material,
trimming of completed excavation to provide firm
vertical faces, cleaning of surface, painting of tack coat
with bitumen emulsion @ 0.24 kg/sq.m on the sides
14039 and base of excavation as per Clause 503, back filling m2 118.00
the pot-holes with hot bituminious content @ 1.46
kg/m2 as per clause 511, compacting trimming and
finishing the surface average thickness of 50mm to
form a smooth continous surface all as per MORTH
Specification 3004.2
43
Cleaning existing WBM road surface including
removing of binding material and other foreign
matter with wire brushes and small picks, sweeping
14044 m2 19.00
with brooms or soft brushes and finally dusting with
old gunny bags and/or compressed air to receive
bituminous treatment etc. complete
44
Providing and laying bituminous macadam with 40-
60 TPH hot mix plant producing an average output of
50 tonnes per hour using crushed aggregates of
specified grading premixed with bituminous binder to
the specified percentage of total mix , transported to
site, with all leads laid over a previously prepared
surface with sensor paver finisher to the required
grade, level and alignment and rolled with smoth
wheeled roller and vibratory roller to achieve the
desired compaction,using antistripping agent
complete as per MoRT&H Specifications Clause 504
14055 Grade-I (40mm nominal size)@ 4% of Bitumen-Mix
45
14059 Grade-I (40mm nominal size)@ 4% of Bitumen-Mix
46
a Antistripping agent @ 0.5% of bitumen content m3 9011.00
Organo-Silane antistripping agent (Zycotherm make
b 9070.00
or equivalent)
47
Providing, laying and rolling of open graded premix
with 40-60 TPH Drum Mix type HMP with an average
output of 50 tonnes per hour , surfacing of 20 mm
thickness composed of 13.2mm to 5.6 mm aggregates
either using penetration grade bitumen emilsion to
required line, grade and level to serve as wearing
course on a previously prepared base, including
transportation of material to the site with all leads
and using antistripping agent laying with
hydraostatic/hyraulic sensor paver finisher and
rolling with a smooth wheeled roller 8-10 tonne and
vibratory roller finished to required level and grades
complete as per MoRT&H the specifications clause
511.
Case-I Mechanical method using penetration grade
bitumen and HMP of appropriate capacity not less
14068
than 50 tonne/hr Bitumen of grade 80/100 @ 14.6
kg/10 sq.m
a Antistripping agent @ 0.5% of bitumen content m2 133.00
Organo-Silane antistripping agent (Zycotherm make
b 134.00
or equivalent)
48
a Antistripping agent @ 0.5% of bitumen content m2 162.00
Organo-Silane antistripping agent (Zycotherm make
b m2 163.00
or equivalent)
14071 a Type -B Bitumen of grde 60/70 @ 19 kg/10 sq.m. m2 142.00
Organo-Silane antistripping agent (Zycotherm make
b 141.00
or equivalent)
Providing and laying bituminious concrete with 40-
60 TPH Drum Mix type Hot mix plant producing an
average output of 50 tonnes per hour using crushed
aggregates of specified grading, premixed with
bituminious binder to mix with filler, transporting
the hotmix to work site, with all leads laying with a
hydrostatic/hydraulic paver finisher with sensor
control to the required grade, level and alignment,
using antistripping agent rolling with smooth
wheeled, vibratory or tandem rollers to achieve the
desired compaction complete as per MoRT&H
Specifications Clause 509
Grade-I (19mm nominal size)@ 6.5% Bitumen of
14072
grade 60/70
a Antistripping agent @ 0.5% of bitumen content m3 10841.00
Organo-Silane antistripping agent (Zycotherm make
b m3 10901.00
or equivalent)
Grade-II (13mm nominal size) @ 6.5% Bitumen of
14073
grade 60/70
a Antistripping agent @ 0.5% of bitumen content m3 10424.00
Organo-Silane antistripping agent (Zycotherm make
b 10484.00
or equivalent)
Providing and laying bituminious concrete with 40-
60 TPH Drum Mix type Hhot mix plant producing an
average output of 50 tonnes per hour using crushed
aggregates of specified grading, premixed with
bituminious binder to mix with filler, transporting
the hotmix to work site, with all leads laying with a
hydrostatic/hydraulic paver finisher with sensor
control to the required grade, level and alignment,
using antistripping agent rolling with smooth
wheeled, vibratory or tandem rollers to achieve the
desired compaction complete as per MoRT&H
Specifications Clause 509
Grade-I (19mm nominal size)@ 6.0% Bitumen of
14074
grade 60/70
49
a Antistripping agent @ 0.5% of bitumen content m3 10018.00
Organo-Silane antistripping agent (Zycotherm make
b m3 10062.00
or equivalent)
Grade-II (13mm nominal size) @ 6.0% Bitumen of
14075
grade 60/70
a Antistripping agent @ 0.5% of bitumen content m3 10023.00
Organo-Silane antistripping agent (Zycotherm make
b m3 10067.00
or equivalent)
Providing and laying bituminious concrete with 40-
60 TPH Drum Mix type Hhot mix plant producing an
average output of 50 tonnes per hour using crushed
aggregates of specified grading, premixed with
bituminious binder to mix with filler, transporting
the hotmix to work site, with all leads laying with a
Mechanical paver finisher to the required grade,
level and alignment, using antistripping agent rolling
with smooth wheeled, vibratory or tandem rollers to
achieve the desired compaction complete as per
MoRT&H Specifications Clause 509
Grade-I (19mm nominal size)@ 6.5% Bitumen of
14076
grade 60/70
a Antistripping agent @ 0.5% of bitumen content m3 10400.00
Organo-Silane antistripping agent (Zycotherm make
b m3 10460.00
or equivalent)
Grade-II (13mm nominal size) @ 6.5% Bitumen of
14077
grade 60/70
a Antistripping agent @ 0.5% of bitumen content m3 10405.00
Organo-Silane antistripping agent (Zycotherm make
b m3 10465.00
or equivalent)
Providing and laying seal coat sealing the voids in a
bituminious surface laid with F.E loader with 1 Cu.m.
bucket capacity to the specified levels, grade and
cross fall using Type A or B seal coats as per MoRT&H
specifications clause 513.
50
Construction of penetration macadam over prepared
base by providing a layer of compacted crushed
coarse aggregate using chips spreader with alternate
applications of bituminious binder and key aggregates
and rolling with a smooth wheeled steel roller 8-10
tonne capacity to achieve the desired degree of
compaction including Providing and laying seal coat
sealing the voids in a bituminious surface laid with F.E
loader with 1 Cu.m. bucket capacity to the specified
levels, grade and cross fall using Type A seal coat as
per MoRT&H specifications clause 513 & 505.
With Type -A Seal coat
50mm thick and Bitumen of grade 80/100at 5.98
14080 m2 418.00
kg/m2 including seal coat
75mm thick and Bitumenof grade 80/100 at 7.78
14081 m2 555.00
kg/m2 including Seal coat
51
Providing and laying 50mm(consolidated
thickness)full grout using granitic or basaltic stone of
specified grading at 6.00 cu.m. per 100 sq.m. grouting
with hot bitumen straight run bitumen(or with such
bituminous material of grade and type as specified by
the Engineer-in-Charge)at 5.0kg. per sq. m. binding
with key aggregate of granitic or basaltic stone of
14086 m2 422.00
specified grading at 1.5 cu.m. per 100 sq.m. including
Providing and laying seal coat sealing the voids in a
bituminious surface laid with F.E loader with 1 Cu.m.
bucket capacity to the specified levels, grade and
cross fall using Type A seal coat with 0.98 kg/sqm of
bitumen of grade as per MoRT&H specifications
clause 513.
52
Removal of pot holes and depression by laying
granitic or basaltic stone of
40mm/20mm/10mm/6mm nominal size in layer as
per requirement including 80/100(or such bitumen
14090 m3 5575.00
material of grade and type as specified by the
Engineer-in-Charge) at 68 kg/cu.m.(Average) on
existing road surface including rolling etc. complete as
per specification including cost of bitumen.
Removal of pot holes by Bituminouns
Macadam/Bituminouns concrete with 40-60 TPH hot
mix plant producing an average output of 50 tonnes
per hour using crushed aggregates of specified
grading premixed with bituminous binder to the
14091 specified percentage of total mix , transported to site,
with all leads laid over a previously prepared surface
to the required grade, level and alignment and rolled
with smoth wheeled roller to achieve the desired
compaction, using antistripping agent complete, as
per MoRT&H Specifications Clause 504
a) Antistripping agent @ 0.5% of bitumen content m3 7231.00
b) Organo-Silane antistripping agent (Zycotherm
m3 7274.00
make or equivalent)
53
a) Antistripping agent @ 0.5% of bitumen content m2 340.00
b) Organo-Silane antistripping agent (Zycotherm
m2 343.00
make or equivalent)
Providing and laying 30 mm thick
Bituminious/Asphaltic concrete with 40-60 batch
type HMP producing an average output of 50 tonnes
per hour using crushed aggregates of specified
gradings Premixed with bituminious binder at 6.5 %
by weight of total mix and fillerusing Antistripping
agent transpoting the hotmix to work site with all
14094
leads and applying a tack coat @f 2.00 kg/10sq.m.
with hot bitumen of 80/100 and laying with
Mechanical Paver finisher to the required grade, level
and alignment, rolling with smooth wheeled,
vibratory or tandem rollers to achieve the desired
compaction as per MORT&H specifications clause 509
and 503
a) Antistripping agent @ 0.5% of bitumen content m2 326.00
b) Organo-Silane antistripping agent (Zycotherm
m2 329.00
make or equivalent)
Providing and laying 30 mm thick
Bituminious/Asphaltic concrete with 40-60 batch
type HMP producing an average output of 50 tonnes
per hour using crushed aggregates of specified
gradings Premixed with bituminious binder at 6.0 %
by weight of total mix and filler incl. Providing
Antistripping agent.@ 0.50% of bitumen content of,
14095 transpoting the hotmix to work site with all leads and
applying a tack coat @f 2.00 kg/10sq.m. with hot
bitumen of 80/100 and laying with
hydrostatic/hydraulic power finisher with sensor
control to the required grade, level and alignment,
rolling with smooth wheeled, vibratory or tandem
rollers to achieve the desired compaction as per
MORT&H specifications clause 509 and 503
a) Antistripping agent @ 0.5% of bitumen content m2 318.00
b) Organo-Silane antistripping agent (Zycotherm
m2 321.00
make or equivalent)
54
Single coat surface dressing with paving bitumen
(straight runor with such bituminous materials grade
and type as specifed by the Engineer-in-charge)using
14096 11 kg./10 sq.m of bitumen with 1.00 cu.m. of stone m2 105.00
aggregate 10 mm nominal size(100 percent passing
though 12.30 mm sieve) per 100 sq.m. road surface
complete including cost of bitumen on existing.
55
Including tack coat of hot bitumen of approved quality
14100 m2 181.00
@ 3.75 kg/10 sq.m. on new road surface complete.
56
14110 1800 mm dia R.M. 1715.00
Laying reinforced cement concrete pipe NP4/
prestressed concrete pipe for culverts on first class
bedding of granular material in double row including
fixing collar with cement mortar 1:2 but excluding
excavation, protection works, backfilling, concrete
and masonry works in head walls and parapets (Pipe
will be supplied by the department free of cost)
14111 1000 mm dia R.M. 2717.00
14112 1200 mm dia R.M. 3196.00
14113 1400 mm dia R.M. 3610.00
14114 1600 mm dia R.M. 4046.00
14115 1800 mm dia R.M. 4482.00
57
Retro- reflectorised Traffic signs (Providing and
fixing of retro- reflectorised cautionary, mandatory
and informatory sign as per IRC :67 2012 made of
high intensity Grade sheeting using ASTM sheeting "C'
type XI micro prismatic retro reflective material vide
clause 801.3, fixed over aluminium sheeting, 2 mm
thick with area not exceeding 0.9 sqm supported on a
mild steel angle iron post 75 mm x 75 mm x 6 mm
firmly fixed to the ground by means of properly
designed foundation with M15 grade cement concrete
45 cm x 45 cm x 60 cm, 60 cm below ground level as
per approved drawing)etc complete as per MORT &H
Specifications Fifth Edition. A 10 years warranty for
Retro Reflective Sheeting from the original sheeting
manufacturer & a certified copy of three years
outdoor exposure report from an independent test lab
for the product offered shall be submitted by the
contractor.
14125 60 cm equilateral triangle each 4364.00
14126 60 cm circular each 6497.00
Providing and fixing Informatory/Direction Sign
Boards with any shape and size made out of 14
gauge (2.0 mm) thick Aluminium sheet 3mm thick
Aluminium Composite panel bonded with
white/green/blue (as required) fully covered Retro
Reflective sheeting of (CRG)/Ultralite Grade(high
intensity) Engineering Grade(EG), having pressure
sensitive adhesive and aRetro Reflective cut out
border and messages in white pressure sensitive
adhesive,fixed on M.S. ANGLE 65x65x6mm 3.65(iron
post) painted with one coat of primer and two coats of
finish paint having black and white bands.Firmly
fixed to ground by means ofproperly designed
foundation with M15 grade cement concrete
45cmx45cmx60cm,60 cm below ground level as per
approved drawing.
14127 Retro reflective sheeting of crystal grade(CRG) m2 14963.00
14128 Ultralite grade (Highe intensity) m2 11846.00
14129 Engineering Grade ( EG) m2 8107.00
58
Providing & fixing of facility information sign board of
size 600mmx800mm rectangle made out of retro
reflective sheeting conforming to Type XI standards of
ASTM D4956-09 & as per IRC-67: 2012 specifications,
fully covered over 4mm thick ACP/2mm thick Al
supported with back support frame of 35x35x5 mm
mild steel angle. Board Shall be fixed to a vertical post
14130 of 75x75x6mm mild steel angle of 3.6 mtr height and Each 8968.00
firmly fixed to the ground by means of properly
designed foundation with M20 grade cement concrete
45 cm X 45 cm X 60 cm etc, 60 cm below ground level.
10 years warranty & a certified copy of three years
outdoor exposure report from an independent lab as
per IRC 67-2012 for Type XI retro reflective sheeting
shall be submitted by the contractor.
59
Painting lines, dashes arrows etc. on roads in two
coats on new work with ready mixed road marking
paint conforming to IS:164 on bituminous surface,
including cleaning the surface of all dirt, dust and
other foreign matter demarcation at site and traffic
control as per MORTH Specification 803
14136 Over 10 cm in width m2 150.00
14137 Upto 10 cm in width m2 130.00
60
14142 A) 110 mm dia RM 362.00
14143 B) 75 mm dia RM 184.00
61
Road Delineators (Supplying and installation of
delineators (road way indicators, hazard markers,
object markers), 80-100 cm high above ground level,
painted black and white in 15 cm wide stripes, fitted
14146 Each 823.00
with 80 x 100 mm rectangular or 75 mm dia circular
reflectorised panels at the top, buried or pressed into
the ground and confirming to IRC-79 and the
drawings.)
62
d Orange m2 50.00
63
Providing and laying filter media with Granular
materials crushed stone Aggregates satisfying the
rerquirement As Per Clause 2504.2.2 of MOSRT & H
14155 Specification to a thickness of 500 mm laid m3 2095.00
horizontally in layers of 250mm thick and compacted
to firm condition etc. complete as direction by
Engineer-in-charge.
64
Supplying and laying drainage composite for use
behind walls having three dimensional composite
with thermobonding a draining core having “W”
configuration in extruded monofilaments of minimum
thickness 6mm as per EN 9863-1, with one filtering
UV stabilized polypropylene nonwoven geotextile of
minimum thickness of 0.75mm as per EN ISO 9863-1
and tensile strength of 8.0 kN/m as per EN ISO 10319
14159 that will be working as separation or protecting layer, SQM 586.00
geocomposite having in plane flow capacity of 2.50 L /
(m.s) at hydraulic gradient of 1.0 & 20 kPa pressure as
per EN ISO 12958 and tensile strength of 12 kN/m as
per EN ISO 10319, with mass per unit area of 540 gsm
supplied in the form of roll for easy transportation to
site of work as per detailed specification all complete
as per directions of Engineer in charge. (Reference
MoRT&H 700)
65
Supply and installation (in dry condition) of
Mechanically Woven Double Twisted Hexagonal
Shaped Wire Mesh 1m High Gabion Boxes as per IS
16014:2012, MoRTH Clause 2500, of required sizes,
Mesh Type 10x12 (D=100mm with tolerance of +/-
2%), Zn + PVC coated, Mesh Wire dia. 2.7/3.7mm
(ID/OD), mechanically edged / selvedged, with
14161 partitions at every 1m interval and shall have CUM 4169.00
minimum 10 numbers of mesh openings per meter of
mesh perpendicular to twist, tying with lacing wire of
dia 2.2/3.2 mm (ID/OD), supplied @ 5% by weight of
gabion boxes(only 5%by weight of gabion boxes will
be supplied) ,as per detailed specification conforming
to codes in vogue all complete as per directions of
engineer-in-charge
66
Supply and installation of Mechanically Woven
Double Twisted Hexagonal Shaped Wire Mesh 0.3m
thick Gabion Boxes ,width 2m, of required sizes, Mesh
Type 10x12 (D=100mm with tolerance of +/-2%), Zn
+ PVC coated, Mesh Wire dia. 2.7/3.7mm (ID/OD),
mechanically edged / selvedged , with partitions at
every 1m interval and shall have minimum 10
14163 numbers of mesh openings per meter of mesh SQM 1999.00
perpendicular to twist, tying with lacing wire of dia
2.2/3.2 mm (ID/OD), supplied @ 5% by weight of
gabion boxes ,as per detailed specification conforming
to codes in vogue all complete as per directions of
engineer-incharge. (For under water installation, the
machinery and extra labour cost shall be taken extra
as per site condition)
67
Supplying and laying of high strength flexible geogrids
(HSFG) as soil reinforcement / basal reinforcement
made of high tenacity polyester core with
polyethylene coating with Minimum Long Term
Design Strength (LTDS) indicated below for 120 years
design life at 20 degreeC. The LTDS should be strictly
based on reliable test data and performance data
available with the manufacturer from accredited
14165 independent agency certifying the Reduction Factor
(RF) value for their geogrid for design temperature.
The geogrid manufacturer should have creep test data
from independent accredited laboratory for period
over 5 years and should have minimum roll width of
4.5m with core of MS steel tube convenient for
handling and lifting work as per detailed specification
all complete as per directions of Engineer in charge.
(Reference MoRT&H 3100 & IRC 113).
High strength geogrid of Long Term Design Strength
a SQM 314.00
59.5 kN/m
High strength geogrid of Long Term Design Strength
b SQM 355.00
89 kN/m
High strength geogrid of Long Term Design Strength
c SQM 379.00
119 kN/m
High strength geogrid of Long Term Design Strength
d SQM 450.00
148.5 kN/m
High strength geogrid of Long Term Design Strength
e SQM 477.00
192 kN/m
68
Providing and laying a bi-axial extruded geogrid of
Maccaferri make or equivalent Type-30S
14168 manufactured from high density polyethylene SQM 235.00
polymer as base/sub-base reinforcement (Reference
MoRT&H 701).
69
Providing & laying of minimun 60mm thick factory
made Shot blasted cement concrete Interlocking
paver blocks of minimum M40 grade made by heavy
duty block making machine with strong vibratory
compaction and of approved size and design/ shape
14174
laid in 50mm thick compacted bed of coarse sand,
filling the joints with coarse sand etc. all complete as
per the direction of Engineer-incharge. The product
should comply with IS 15658: 2006 and
manufactured by ISO 9001: 2008 certified plant.
Size: 225 mm x 112.5mm x 60mm (Type: Wave
1
Shape)
Size: 210mm x 105mm x 60mm (Type: Rectangular
2
Shape)
70
Providing & laying of minimun 70mm thick factory
made Shot blasted cement concrete Interlocking
paver blocks of minimum M40 and above grade made
by heavy duty duty making machine with strong
vibratory compaction and approved size and design/
14176
shape laid in 50mm thick compacted bed of coarse
sand, filling the joints with coarse sand etc. all
completed as per the direction of Engineer-incharge.
The product should comply with IS 15658: 2006 and
manufactured by ISO 9001: 2008 certified plant.
Size: 210mm x 105mm x 70mm thick (Type:
Rectangular Type Pavers)
a Grey Colour SQM 1158.00
b Other Colours SQM 1210.00
71
Size: 200m x 100mm x 100mm (Type: Rectangular
Type)
a Grey Colour SQM 1381.00
b Other Colours SQM 1455.00
Provision of hump type speed breakers in cement
concrete for general traffic at preferred crossing
speed of 25km/h and above as per standard
specification in IRC 99-1998. The speed breaker shall
be formed by placing cement concrete 1:1½:3
14179 m3 8263.00
(1cement:1.5coarse sand :3 graded granite or basaltic
stone aggregate of 20mm nominal size)including
admixture for rapid setting /early strength gain,
finishing to the required shape and curing etc.
complete.
Provision of Hump type speed breakers for general
traffic at preferred crossing speed of 25 km/h and
above as per standard having and specification in IRC
99-1998. The speed breakers shall be formed by
placing hotmixed dense bituminious macadam and a
layer of asphaltic concrete carpet (hot mix) after the
surface is indented and tack coat applied to the
location where required.
For General traffic upto 25 Kmph (3.70m wide per
14180 RM 3306.00
Meter)
For Heavy traffic of above 25 Kmph. (5.00m wide per
14181 RM 4347.00
Meter)
Providing and Fixing 360 degrees tempered glass
studs having compressive strength of atleast 40 ton
and having passed drop test using 1.04Kg. Steel ball
and 1.5m height with no chipping or breaking of glass,
having diameter 100mm, fixing depth 25mm, retro
reflective 360 degree glass protrusion dia 60mm and
height 19mm. stud base coated with thermal sprayed
14182 Each 1369.00
aluminium layer, use of coloured reflective coating is
not permitted .Conforming to DIN EN 1463- 1, DIN EN
1463-2(R1,S1), CE0086 and CNS 13762 (Reflectance:
first grade, impact resistance: A grade). Installed by
removing a core of 100mm, 23-25mm depyh from
road surface using diamond core drill and fixed with
epoxy/bituminous adhesive.
72