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Tender Inviting Authority: Superintending Engineer Highways NABARD and Rural Roads Tirunelveli Circle
Upgradation of Two Panchayat Union Roads / Panchayat Roads as Other District Roads in Paramakudi (H) NABARD and Rural Roads Sub Division (Package 27)
Contract No:
Name of the
Bidder/
Bidding
Firm /
Company :
PRICE SCHEDULE
(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are
allowed to enter the Bidder Name and Values only )
NUMBER # TEXT # NUMBER # TEXT # NUMBER TEXT # NUMBER # TEXT #
Quoted
TOTAL AMOUNT excluding
Sl. Estimated Rate in Currency in
Item Description Quantity Units Taxes in TOTAL AMOUNT In Words
No. Rs. P INR / Other
Rs. P
Currency
1 2 4 5 6 12 53 55
1 Clearing the Light Jungle without uprooting
including all labour and machineries charges
for cleaning the site including all other
incidental charges etc., complete (Sl. No. 9D)
1.1 Upgradation of Muthukulathur sikkal Road to Sokkani 8239.200 Square Metre 3.900 INR #VALUE! #VALUE!
(via) T.Alangulam Road km 0/0 - 3/4
1.2 Upgradation of Sikkal to Thanichiyam (via) Ithurani 12000.000 Square Metre 3.900 INR #VALUE! #VALUE!
Sirakulam Road km 0/0 - 5/0
2 Picking the existing BT surface as directed
by the departmental officers and
collecting the picked up salvaged metal
and stacking the same for reuse and
deposting the debris excluding cost of
materials including all labour charges for
picking and all other tools and plants
employed of the work and including all
other incidental charges etc., complete as
per standard specifications as per MORTH
Rev. V
3 Granular Sub-base with Graded Material

(Table:-400-1)-Plant Mix Method (Construction
of granular sub-base by providing close
graded Material, mixing in a mechanical mix
plant at OMC, carriage of mixed Material to
worksite, spreading in uniform layers with
motor grader on prepared surface and
compacting with vibratory power roller to
achieve the desired density, complete as per
clause 401)-for Grading V Material
(Specification Number as per MORTH Rev.V
111,112,401,900).
3.1 Upgradation of Muthukulathur sikkal Road to Sokkani 1.800 Cubic Metre 2008.460 INR #VALUE! #VALUE!
3.2 Upgradation of Sikkal to Thanichiyam (via) Ithurani 2.700 Cubic Metre 2017.260 INR #VALUE! #VALUE!
4 Wet Mix Macadam (Table400-13) (Providing,
laying, spreading and compacting graded
stone aggregate to wet mix macadam
specification including premixing the Material
with water at OMC in mechanical mix plant
carriage of mixed Material by tipper to site,
laying in uniform layers with paver in sub-
base/base course on well prepared surface
and compacting with vibratory roller to
achieve the desired density, Complete as per
clause 406) (Specification Number as per
MORTH Rev.V 111,112,406,900).
5 Prime coat (Providing and applying primer

coat with bitumen emulsion (SS-I type) on
prepared surface of granular Base including
clearing of road surface and spraying primer
at the rate of 0.70 kg/sqm using mechanical
means as per clause 502) - over WMM/ WBM.
111,112,502,900).
6 Tack coat - Providing and applying tack coat

with bitumen emulsion (RS-I type) using
emulsion pressure distributor at the rate of
0.25 kg per sqm on the prepared
bituminous/granular surface cleaned with
mechanical broom as per clause 503 - over
granular surfaces treated with primer.
111,112,503,900).
7 Bituminous Macadam - Providing and

laying bituminous macadam 50mm
compacted thick with Central Hot mix
plant using crushed aggregates of
specified grading premixed with
bituminous binder (Viscosity Grade 30),
transported to site, laid over a previously
prepared surface with paver finisher to the
required grade, level and alignment and
rolled as per clauses 501.6 and 501.7 to
achieve the desired compaction, complete
as per clause 504 of MORTH Specification
- Grading II
8 Bituminous Concrete 30mm thick (Table

500-17) (Providing and laying bituminous
concrete with hot mix plant using crushed
aggregates of specified grading,premixed
with bituminous binder (Viscosity Grade -
30) at percentage specified by JMF of mix
and filer, transporting the hot mix to work
site, laying wih a hydrostatic paver
finisher 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) - Grading II.(Specification
Number as per MORTH Rev.V
111,112,507,900).
9 Earthwork for subgrade, shoulders and

back fills in accordance with the
specifications, lines, grades and cross
sections as shown in the drawings or as
indicated by the Engineer as per SS20B
for 97% Compaction for making up Berms
using Carted Earth with an average lead of
1Km MORTH Rev. V
10 Gravel Filling for subgrade, shoulders and

back fills in accordance with the
specifications, lines, grades and cross
sections as shown in the drawings or as
indicated by the Engineer as per SS20B
for 97% Compaction for making up Berms
using Carted Earth with an average lead of
1Km MORTH Rev. V
11 Providing RCC M 15 grade precast KM

stone of standard design as per IRC 8 - 1980
and fixing in position including painting and
printing etc., complete
11.1 Upgradation of Muthukulathur sikkal Road to Sokkani 3.000 Nos 906.000 INR #VALUE! #VALUE!
11.2 Upgradation of Sikkal to Thanichiyam (via) Ithurani 5.000 Nos 906.000 INR #VALUE! #VALUE!
12 Providing RCC M 15 grade precast HM
stone of standard design as per IRC 8 - 1980
and fixing in position including painting,
printing etc., complete
12.1 Upgradation of Muthukulathur sikkal Road to Sokkani 14.000 Nos 256.000 INR #VALUE! #VALUE!
13 Sub estimate for RCC Slab Culvert

14 Earthwork excavation in all classes of soil
and depositing on bank with all leads and
lifts as per SS20B, including cost of all
labour, equipments and all incidental
charges and clearing the site and disposal
of all surplus materials etc., complete as
per relevant standard specification for
DRESSING THE BED UPTO SILL LEVEL
15 Earthwork excavation in all classes of soil

depositing on bank with all leads and lifts
as per SS20B and all over incidental
charges such as baling out water,
providing and maintaining necessary
cofferdams, sheeting, shoring bracing and
their subsequent removal, removal of all
logs, stumps, grubs and other deleterious
matter and obstructions,trimming bottom
of excavation, backfilling and clearing the
site and disposal of all surplus materials
etc. complete as per relevant standards
specification for FOUNDATION OF
ABUTMENTS, WINGS AND PIERS
16 Plain Cement Concrete of M10 using 40

mm ISS size HBG Metal including cost
and conveyance of all materials to site
and including cost of cement at site,
softwater, labour charges for mixing,
transporting, laying and curing concrete,
hire charge for all tools and plants and all
per relevant standard specifications for
LEVELLING COURSE OF ABUTMENT,
PIERS AND WINGS
17 Vibrated Cement Concrete of M20
(Nominal Mix) using 40 mm ISS size HBG
graded Metal including cost and
conveyance of all materials to site and
cost of cement at site including cost of
formwork, softwater, labour charges for
mixing, transporting, laying and curing
concrete, working at depths, hire charge
for all tools and plants and all other
incidental charges etc., complete as per
relevant standard specifications for
FOOTINGS OF ABUTMENT, WINGS AND
PIERS BELOW SILL LEVEL
18 Vibrated Cement Concrete of grade M20

including cost of cement at site including
cost of formwork, softwater, labour
charges for mixing, transporting, laying
and curing concrete, working on height,
hire charge for all tools and plants and all
per relevant standard specifications for
SUBSTRUCTURE OF ABUTMENTS,
WINGS, AND PIERS BELOW SILL LEVEL
19 Vibrated Reinforced Cement Concrete of

M30 (Design Mix) using 20mm HBG
cost of cement at site but excluding cost
and fabrications of steel at site including
and curing concrete, working on heights,
hire charges for all tools and plants and
all other incidental charges etc., complete
as per relevant standard specifications for
BED BLOCK CUM DIRT WALL OVER
ABUTMENTS AND BED BLOCK OVER
PIERS.
20 Providing and Fixing 110mm dia Class I

PVC Seepage Pipes of required length for
abutment and wings, including cost and
conveyance of all materials to work site,
cost and labour for 900mm dia semi-
spherical backfill arrangements with
110mm size broken granite chips at the
periphery and labour charges for fixing
etc., to drain of the backfill IN THE
ABUTMENTS AND WINGS
21 Providing and Fixing KRAFT PAPER in full

width of seating of Deck Slab and
including cost and conveyance to work
site, labour charges for fixing the same in
the correct position and all other
incidental charges etc. complete

graded metal including cost and
and curing concrete, working on
heights,hire charges for all tools and
plants and all other incidental charges
etc., complete as per relevant standard
specifications for DECK SLAB, KERB AND
SAFETY KERB.
23 Providing FILTER MEDIA behind the

Abutments and Wings with clean graded
III material to 600mm thick and well
compacted in layers with smaller sized
towards the soil and bigger size towards
the wall including cost and conveyance to
work site including all labours and other
incidental charges including hire charges
for tools and plants employed etc. for filter
media as per MORTH Revision vth Cl.309-
3-2-2 and 305-4-4 etc., complete.∙
24 Filling behind Abutment and Returns as

per Appendix 6 of IRC: 78-2014 with clean
gritty gravel including cost and
conveyance of gravel to worksite, laying,
handling charges and filling in layers,
tamping under OMC to get the maximum
density, including watering with all leads
and lifts for water and all other incidental
charges etc., complete.
25 Providing and Fixing PVC Expansion Joint
in between Deck Slabs over Abutment and
Pier as shown in the drawing including
cost and conveyance of expanions joints,
including shalimar pad and joint sealent
etc. complete.
25.1 Upgradation of Sikkal to Thanichiyam (via) Ithurani 29.850 Running Metre 550.000 INR #VALUE! #VALUE!
26 Supply and Fabrication of steel at site

Grade Fe-500 at site required for all RCC
items of works involved in the schedule
including cost of steel at site, cost of
fabrication, labour charges for cleaning
the bars, straightening, cutting, bending,
tying grills, hoisting and placing the
reinforcement in position as specified in
the drawings including cost of binding
wire, provision of space bars, cover
blocks and all other incidental charges
etc., complete,
26.1 Upgradation of Sikkal to Thanichiyam (via) Ithurani 11.710 Metric Ton 69849.370 INR #VALUE! #VALUE!

(Nominal Mix ) using 40mm ISS HBG
concrete, hire charges for all tools and
specifications for BASE COURSE BELOW
APPROACH SLAB

M30 (Design Mix ) using 20mm HBG
and curing concrete, hire charges for all
tools and plants and all other incidental
charges etc., complete as per relevant
standard specifications for APPROACH
SLABS.
standard specifications for WEARING
COAT OVER DECK SLAB AND
APPROACH SLAB.

standard specifications for RCC CRASH
BARRIER OVER DECK SLAB.

(Nominal Mix ) using 40mm ISS HBG
concrete, hire charges for all tools and
specifications for PCC PARAPET OVER
RETURNS
32 Providing and Fixing of G.I. Drainage

Spouts of 100mm dia as per GOI drawing
No. SD/205 with grating arrangements at
top as shown in the drawing and 100mm
dia drainage spouts projecting atleast
300mm beyond the bottom of deck slab as
shown in the drawing including cost and
conveyance of GI pipe and flats and fixing
them in position etc. complete as per
standard specification.
33 Supply and Fixing of High Quality PVC
pipes of 150mm dia of required length
including cost and conveyance of pipes to
site and fixing in position to proper
gradient and level including all labour
charges for fixing and including all other
incidental charges etc. complete for
providing utilities service in Footpaths
33.1 Upgradation of Sikkal to Thanichiyam (via) Ithurani 95.440 Running Metre 357.000 INR #VALUE! #VALUE!
34 Sub estimate for Pipe Culvert

35 Dismantling and Salvaging and removal
and disposal of resulting materials and
back filling the resulting trenches etc., (RR
Masonary) As per PWD SoR 2019 - 2020
(Sch. Item No. 15)
36 Earthwork excavationin all classes of

soils depositing on bank, with all leads
and lifts as per SS 20B, including cost of
all labour, equipments and all other
incidental charges such as shoring,
bracing, and their subsequent removal,
removal of all logs, stumps and other
deleterious matter and obstructions,
trimming bottom of excavation backfilling,
and clearing the site and disposal of all
surplus materials etc., complete as per
relevant standard specifation for
Foundation for Pipe culvert
37 Plain Cement concrete 1:2:4 (Nominal Mix)

using 40mm ISS HBG graded metal
including cost and conveyance of all
materials to site, including cost of cement
at site and including soft water, labour
charges for mixing, transporting, laying,
curing and compacting concrete, hire
charges for tools and plants and all other
standard specification for FOUNDATION
for Pipe culvert.
38 Vibrated Cement Concrete of 1:2:4

concrete, hire charge for all tools and
specifications for BODY WALL for Pipe
culvert (below sill)

specifications for BODY WALL for Pipe
culvert (above sill)
40 Supply of NP3 class RCC (1000mm dia)

Pipes supplied by the Contractor at his
own cost and risk specified below
confirming to IS 458 / 2003 including all
other incidental charges, testing charges
including loading and unloading transport
and delivery in good condition at work site
as directed by the departmental officers
etc., complete, as per MORTH
Specification.
40.1 Upgradation of Muthukulathur sikkal Road to Sokkani 15.000 Running meter 3700.000 INR #VALUE! #VALUE!
40.2 Upgradation of Sikkal to Thanichiyam (via) Ithurani 27.500 Running meter 3700.000 INR #VALUE! #VALUE!
41 Hoisting of NP3 class RCC (1000mm dia)
Pipes supplied by the Contractor at his
own cost and risk specified below
confirming to IS 458 / 2003 cost of pipe as
a finished work including all other
incidental charges, as directed by the
departmental officers etc., complete, as
per MORTH Specification.
42 Gravel Filling in between body wall with

clean good gritty gravel including cost
and conveyance to the site including
labour charges for filling in layers,
watering, tamping under optimum
moisture content to get the maximum
density and all other incidental charges
etc. complete. for Pipe culvert
43 Sub estimate for Breast Wall

Foundation for Retaining Wall

for Retaining Wall
specifications for Retaining Wall (below
sill)

specifications for Retaining Wall (above
sill)
48 Providing and fixing SEEPAGE PIPES of

110mm dia PVC pipes of required length
for Retaining Wall including cost and
conveyance of all materials to worksite,
cost and labour for 900mm dia. Semi-
spherical back fill arrangements with
etc., to drain of the Backfill in the
Retaining Wall
49 Sub estimate for Retaining Wall

Foundation for Retaining Wall
for Retaining Wall

specifications for Retaining Wall (below
sill)

specifications for Retaining Wall (above
sill)
54 Providing and fixing SEEPAGE PIPES of

110mm dia PVC pipes of required length
for Retaining Wall including cost and
conveyance of all materials to worksite,
cost and labour for 900mm dia. Semi-
spherical back fill arrangements with
etc., to drain of the Backfill in the
Retaining Wall
55 Calculation of SubTotal, GST and Total

carried out by system automatically
56 Sub Total Amount for above all items 1.000 subtotal #VALUE! INR 0.000 #VALUE!
(excluding GST)
57 GST 12% for above SubTotal Amount 1.000 gst #VALUE! INR #VALUE! #VALUE!
Total in Figu Total in Figures (SubTotal + GST) #VALUE! #VALUE!
Quoted Rate in Figures Select 0.000 #VALUE!
Quoted Rate in Words #VALUE!

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3 Granular Sub-base with Graded Material

5 Prime coat (Providing and applying primer

6 Tack coat - Providing and applying tack coat

7 Bituminous Macadam - Providing and

8 Bituminous Concrete 30mm thick (Table

9 Earthwork for subgrade, shoulders and

10 Gravel Filling for subgrade, shoulders and

11 Providing RCC M 15 grade precast KM

13 Sub estimate for RCC Slab Culvert

15 Earthwork excavation in all classes of soil

16 Plain Cement Concrete of M10 using 40

18 Vibrated Cement Concrete of grade M20

19 Vibrated Reinforced Cement Concrete of

20 Providing and Fixing 110mm dia Class I

21 Providing and Fixing KRAFT PAPER in full

22 Vibrated Reinforced Cement Concrete of

23 Providing FILTER MEDIA behind the

24 Filling behind Abutment and Returns as

26 Supply and Fabrication of steel at site

27 Vibrated Cement Concrete of M15

28 Vibrated Reinforced Cement Concrete of

30 Vibrated Reinforced Cement Concrete of

31 Vibrated Cement Concrete of M15

32 Providing and Fixing of G.I. Drainage

34 Sub estimate for Pipe Culvert

36 Earthwork excavationin all classes of

37 Plain Cement concrete 1:2:4 (Nominal Mix)

38 Vibrated Cement Concrete of 1:2:4

39 Vibrated Cement Concrete of 1:2:4

40 Supply of NP3 class RCC (1000mm dia)

42 Gravel Filling in between body wall with

43 Sub estimate for Breast Wall

45 Plain Cement concrete 1:2:4 (Nominal Mix)

47 Vibrated Cement Concrete of 1:2:4

48 Providing and fixing SEEPAGE PIPES of

49 Sub estimate for Retaining Wall

52 Vibrated Cement Concrete of 1:2:4

53 Vibrated Cement Concrete of 1:2:4

54 Providing and fixing SEEPAGE PIPES of

55 Calculation of SubTotal, GST and Total

Total in Figu Total in Figures (SubTotal + GST) #VALUE! #VALUE!

Quoted Rate in Figures Select 0.000 #VALUE!

Quoted Rate in Words #VALUE!

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