PRICE BID

SURAT MUNICIPAL CORPORATION

Remodelling and Restructuring of Koyli creek including vehicle track in Surat. (Ch. 9500 to 10850)
Sr. Rate with 1% Labour
Items Unit Quantity Amount (Rs.)
No. Cess (Rs.)
(A) Survey & investigation items
Clearing the creek land width including removing the shrubs,
bushes, cactus, weeds other vegetation including cutting
1 down trees up to 0.50 cm girth and depositing the removed sqm 27000.00 6.63 178,891.20
materials outside the creek land width with all lead and lifts
as directed etc complete.
Cutting downs trees of different girths (30cms and higher of
periphery) including removing and grubbing roots below
2 ground level within the creek boundary including stacking the No 100.00 2104.06 210,406.23
wood outside the creek boundary as directed etc complete

Carry out complete alignment survey work by total station

along creek alignment, cross roads 50m. Both sides, 100m.
additional length from both ends of creek including marking
of centre line of alignment, taking ground level details of
existing structures, details of all manholes, catchpits, existing
utility services, light poles, trees, overhead electrical lines,
BSNL section pillar/ box, electrical boxes, road dividers, foot
paths, etc. within construction area and additional areas/
3 lengths if required. Rate includes fixing necessary reference sqm 135000.00 26.48 3,575,097.00
pillars, establishing bench mark, establishing foundation
layout on ground, including submission longitudinal section,
cross section and drawing report of survey work in three hard
colour copies with soft copy in CD to Engineer-in-charge.
Submission of drawing in hard copy and soft copy. Relevant
specifications of MORT&H (Fifth revision) shall be used.

(B) Dismentalling
Dismantling of existing structures like building, compound
wall and other structure comprising of masonry, cement
concrete, steel work, including tools, plants and scaffolding
4 wherever necessary, sorting the dismantled material, disposal -
of unserviceable material and stacking the serviceable
material with all lifts and leads as directed by engineer in
charge.
a PCC cum 525.00 528.60 277,516.94

b Brick works cum 375.00 343.57 128,839.39

Existing road surface (any type of road surface) up to required
c sqm 25000.00 39.61 990,305.00
depth
d RCC cum 3000.00 925.14 2,775,419.40
Removing any type of Pipes for sewer and storm water line
e rmt 1000.00 396.43 396,425.00
above 300 mm dia
f Removing of any type of Water supply lines of any dia rmt 2000.00 660.78 1,321,564.80

g Structural steel work kg 50000.00 4.44 222,200.00

-
(C) Excavation and Earthwork
5 Excavation & Desilting of creek/streams as per design profile
in allsorts of soils(including wet and slushy condition of soils)
including yellow,sandy and gravelly soil sand softmurrum
including depositing the excavated stuff in uniformlayers in
creek banks or in spoil banks or as and where directed all
lead and lift including clearing the site, dewatering, dressing
the sectionetc. complete as per MORT&H Specification no.
300 and engineer in charge

(a) up to 1.50 m cum 12150.00 116.27 1,412,695.08

(b) 1.50 to 3m cum 8505.00 122.89 1,045,151.38
(C )3.0 to 4.50m cum 6075.00 128.23 778,994.82
Total 26730.00
 SURAT MUNICIPAL CORPORATION

Remodelling and Restructuring of Koyli creek including vehicle track in Surat. (Ch. 9500 to 10850)
Sr. Rate with 1% Labour
Items Unit Quantity Amount (Rs.)
No. Cess (Rs.)
6 Providing temporary Earthen embankment for construction of
guide wall in creek in breaking clods, dressing to the design
section with all lead and lift and height of embankment as
under including dewatering, Rolling, Compaction, removing
earth from the creek after construction work is complete to cum 129600.00 156.01 20,219,505.12
attain original section of creek as per MORT&H Specification
no.300 and engineer in charge

for construction of guide wall

(D) Structures

Excavation for cut off trench / Diaphragm wall 60 cm thick by

mechanical equipment or any approved technique in
overburden of all kinds of soil coarse and fine sand, pebble,
etc. from top of pretrench level to cutoff level excluding
boulders, soffit of sides of the trench from collapsing by sqm 27000.00 2458.34 66,375,180.00
7
circulation of bentonite slurry etc. including construction of
guide wall from EGL to required depth, complete in all respect
with all leads and lifts and contractor's own material as per
specification and as directed by Engineer-in-charge.

sqm 16200.00 2458.34 39,825,108.00

Providing & Placing M30 Grade concrete for Diaphragm wall
by tremie method as per design & specification from tip of cum 16200.00 4491.67 72,765,086.40
8
diaphragm wall to cut off level. (Ready Mix Concrete)
cum 9720.00 4491.67 43,659,051.84

Providing and placing in position reinforcement cage in

diaphragm wall with cutting, tying, fixing including cost of
9 binding wire, welding, etc., complete in all respects, etc. Qtl 23328.00 5002.53 116,699,019.84
complete with all leads and lifts and as per specification and
as directed by Engineer-in-charge. ( TMT - CRS) Fe 500

10 Providingand laying M-15 plain ordinary Portland cement

concrete of various grade with cement, sand, and coarse
aggregates including centering, shuttering, batching, mixing,
transporting, placing, vibrating, smooth finishing, curing
complete Including Dewatering and MORT&H Specification
no. 1700
Raft, bottom slab of barrel, footing of columns, piers,
abutment and bottom slab of sump etc
M-15 grade cum 1012.50 3776.90 3,824,106.19
11 Providing and laying of cement concrete of R.C.C. M30 grade
as per the specifications for RCC wall as per drawing and
MORT&H Specification no.1500,1700,2300 as directed by the
Engineer. Rate shall include cost of form work but exclude
cost of reinforcement
M-30 grade (Cast in situ wall) cum 8505.00 4491.67 38,201,670.36

M-30 grade (T Beam Girder- 20m width ) cum 6885.00 7033.64 48,426,611.40

M-30 grade (slab) cum 4590.00 4370.67 20,061,393.66

M-30 grade (Retaining wall) cum 2100.00 4491.67 9,432,511.20

M-30 grade (Retaining wall) raft cum 1500.00 4491.67 6,737,508.00

Providing and placing in position FE 500 TMT CRS Bar
Reinforcement as per I.S. Standard for R.C.C Raft, Piers,
Abutments, Retainingwall, Top Slab, Kerb, Approach Slab,
Qtl
Cutoff, Foot path including cutting bending hooking and tying
12 complete as per detailed drawing and MORT&H Specification
no. 1600
TMT Girder Qtl 8262 5002.53 41,330,902.86
TMT Cast in situ wall Qtl 7654.5 5002.53 38,291,865.89
TMT slab Qtl 3213 5002.53 16,073,128.89
TMT Retaining wall Qtl 1680 5002.53 8,404,250.40
TMT Retaining wall Qtl 1200 5002.53 6,003,036.00
 SURAT MUNICIPAL CORPORATION

Remodelling and Restructuring of Koyli creek including vehicle track in Surat. (Ch. 9500 to 10850)
Sr. Rate with 1% Labour
Items Unit Quantity Amount (Rs.)
No. Cess (Rs.)

Empty boring to the required depth (measured from bottom of

pile cap to founding level) by means of hydraulic pilling rig
through all strata like soil, sand, clay, murrum, gravel,
pebble, boulder, cobble, soft rock, etc. for pile of diameter as
below, supported with the help of bentonite slurry including
all required plant & machineries, disposal of excavated
material with all leads & lifts, mobilisation demobilisation,
13
remobilisation if required, transportation of required plant
and machineries, etc. Method of boring shall be as per IS
2911-Part 1 - Section -II.
1) Length of pile shall be measured from bottom of pile cap
and upto the founding level.
2) Rate is inclusive of empty boring through overburden (i.e.
temporary working platform, etc.)

1200 mm dia pile rmt 320 2454.30 785,376.00

Supplying, fabricating and placing in position MS liner made

of 6 mm thick MS plate for initial length of cast-in-situ
concrete piles including all operation such as straightening,
cutting, bending to shape, welding, fabricating, driving,
14 MT 24.28 55863.10 1,356,130.83
placing in position, applying 2 coats of primer and 2 coats of
anticorrosive paint etc. complete as per specification
excluding temporary liner if provided. Depth of liner shall be
decided by Engineer-in-charge as per site condition.

Providing and placing with tremie reinforced cement concrete

M35 grade in Pile using 6 mm to 20 mm machine crushed
well graded stone aggregate, natural or crushed sand of
approved quality, OPC 43/53 grade cement with contractor's
own concrete mix design as approved by EIC, including
necessary , mixing in fully automatic batch mix plant,
transport, curing, casting of pile minimum 1 x dia. of pile
above cut off level with all leads & lifts, etc. complete as per
execution drawing & specification & as directed by engineer
15 Cum 361.73 6590.25 2,383,877.95
Incharge. Including mobilisation, demobilisation,
remobilisation, transportation of required plant and
machineries if required.
1) Excluding reinforcement, initial pile load test, routine load
test and M.S. Liners but including temporary liners if
required.
2) Rate is inclusive of 10% additional cement to be added over
& above the quantity of cement required for design mix M-35
concrete for pile concreting in water.

Chipping and dressing of the RCC piles upto cut off level
(Mini. 1 x dia.) including cleaning of reinforcement and
16 Rmt 19.20 414.10 7,950.72
removal of dismantled materials etc. for providing pile caps as
directed by Engineer and as per specifications.

Providing and placing the reinforcement in designed position,

fixing, lowering in position TMT bars Fe 500 D grade
conforming to IS 1786 for Pile of all categories & depth, at all
levels. The rates includes for supply, loading, unloading,
transporting to site, cutting, bending, hooking, placing, tying
in position with contractor's own black annealed binding wire,
welding, forming the cage and lowering it in position in pile
bore etc. Welding and supporting in position to ensure lines
17 and levels during concreting, maintaining proper cover / Qtl 904.32 5002.53 4,523,887.93
spacing, all leads & lifts, etc. including contractor's own
equipment, labour, supervisor, taxes, machineries, etc.
complete as per drawings and specification.
1) The waste cut pieces shall not be included in the paying
quantity.
2) Black annealed binding wire shall not be included in the
paying quantity.
3) The work shall be done as per execution drawing.
 SURAT MUNICIPAL CORPORATION

Remodelling and Restructuring of Koyli creek including vehicle track in Surat. (Ch. 9500 to 10850)
Sr. Rate with 1% Labour
Items Unit Quantity Amount (Rs.)
No. Cess (Rs.)

Pile Load test

a)Carrying out load test as per standard procedure laid down
in the IS 2911 specification and maintaining complete records
of load v/s settlement on test pile constructed for the purpose
including erection and removal of loading platform with all
contractor's materials, labour, tools & plants, etc. complete
with all necessary instrumentation, high capacity hydraulic
jacks, etc. complete as per specification and for the test load
as directed by Engineer-in-charge. 1) Load test shall be
continued till test load or soil failure whichever is earlier. 2)
Testing shall be carried out with loading frame with ground
18 Nos 1.00 38945.60 38,945.60
anchors/anchor piles/kentledge with platform including all
necessary arrangement required for the test, as approved by
Engineer-in-charge. 3) Boring, concreting & reinforcement of
test pile shall be measured separately in respective items
subject to successful completion of test. 4) If load test of pile
is not completed successfully, payment shall not be made for
this test item as well as boring, concreting and reinforcement
of test pile for which test carried out and another test pile
shall be constructed.
a) Initial Pile Load Test on piles in non working area in the
vicinity of the bridge site excluding cost of test pile.

b) Routine Pile Load Test on piles on working pile Nos 1.00 38945.60 38,945.60

Performing Integrity Test (low strain) on all vertical pile. The

item shall include chipping of weak concrete at the top of pile,
leveling, bending of reinforcing bars, preparation of pile head
including testing with pile driving analyser or approved
equivalent. To be carried out at least 15 days after concreting
19 of piles. A specialist approved Agency shall be employed by Nos 16.00 1161.50 18,584.00
the Contractor for the test. The test shall be carried out as per
relevant ASTM code. The item is including complete testing
with approved apparatus, analysis of results and conclusions
including submission of test reports in three hard copies with
soft copy in CD.

Providing and fixing in position 100mm dia PVC pipe weep

20 holes in abutment, wing wall, and laying trimming etc Rmt 2706.00 164.02 443,848.94
complete
Providing and fixing in position PVC heavy duty water stops in
barrels, trough and wing wall with 25mm wide expansion joint
Rmt 2430.00 379.66 922,571.37
21 as shown in drawing including filling the joints with asphalt
pad or bituminus or cork board of approved quality.
225mm wide PVC water stop
Providing, laying and fixing comressible fibre board sill
flextype (Supreme industries or Equivalent make) 25mm thick
22 sqm 1458 1057.67 1,542,085.78
in expansion joint as per technical specififcation and engineer
in charge
Strip Seal Expansion Joint
Providing and laying of a strip seal expansion joint catering to
maximum horizontal movement upto 75 mm, complete as per
23 approved drawings and standard specifications to be installed Rmt 2430.00 6120.60 14,873,058.00
by the manufacturer/supplier or their authorised
representative ensuring compliance to the manufacturer's
instructions for installation.
Providing G.I. 100mm diameter water spouts including
24 each 180.00 506.01 91,081.80
necessary iron gratings as per drawings
Providing & applying Coal Tar Epoxy of approved make like
Dr. Fixit (Pidilite), Fosroc, clean coats,Sika, two component
epoxy coating in two coats as per the mixing and application
25 procedure suggested by manufacturer on the concrete sqm 16200 150.49 2,437,938.00
surfaces. Coverage recommended is 3.0 – 4.0 m2 Per ltr for
two coat application at the coverage rate of approx. 250 - 300
micron DFT.
 SURAT MUNICIPAL CORPORATION

Remodelling and Restructuring of Koyli creek including vehicle track in Surat. (Ch. 9500 to 10850)
Sr. Rate with 1% Labour
Items Unit Quantity Amount (Rs.)
No. Cess (Rs.)
26 Earthwork in embankment using selected soil, soft and hard
murrrum excavated from approved borrow area/village tanks
etc.including breaking clods, dressing to the design section
including loading and unloading and all lift and Compaction of
Earthwork in embankment in layers 15 to 20Cms at requisite
moisture content to required dry density not less then 85% of 131.30
corresponding proctor maximum dry density including
watering, rolling with suitable type of roller etc. complete.
MORT&H Specification no.305 and Excavated stuff to be
dumped or used from the lead upto 500mts.

……lead 5.0 km 177.21

…..lead 10.0km 228.67
………any lead beyond 50km cum 40500.00 679.84 27,533,564.55
(E) ROAD WORK AND STREET FURNITURE

27
Providing and laying 25mm to 100mm thick compacted
BITUMINOUS CONCRETE using aggregates as per gradation
and percentage of asphalt for mixing shall be as arrived from
mix design, provided in no case asphalt percentage shall
beless than 5.5 % by Wt. of total mix as binder by drum mix
type hot mix plant and laying by sensor paver finisher
MT 3800 2577.52 9,794,576.00
including consolidation by vibrator roller including providing
and operating plant, sensor paver and machinery, cost of fuel,
oil, lubricant and labour charges including cost of asphalt,
aggregate and filler ( if found required as per mix
design)etc.complete (But excluding cost of providing &
applying tack coat.)
28
Providing and applying Prime Coat with bitumen emulsion
(Medium Grade )on prepared surface of granular Base
sqm 20250 20.57 416,617.43
including clearing of road surface and spraying primer at the
rate of 0.60 kg/sqm using mechanical means and conforming
to MORT&H Specification clause 502
29
Providing and applying Tack coat with bitumen emulsion
(Medium Grade ) using emulsion pressure distributor at the
sqm 20250 7.89 159,734.03
rate of 0.20 kg per sqm on the prepared bituminous/granular
surface cleaned with mechanical broom and conforming to
MORT&H Specification clause 503
30
Providing and laying of cement concrete of R.C.C. M35 grade
as per the specifications for RCC retaining wall stem as per
drawing and MORT&H Specification no.1500,1700,2300 as
directed by the Engineer. Rate shall include cost of form work
but exclude cost of reinforcement
M-35 grade for Crash Barrier cum 1215.00 5016.67 6,095,254.05
31 Providing and placing in position FE 500 TMT CRS Bar
Reinforcement as per I.S. Standard for R.C.C Raft, Piers,
Abutments, Retainingwall, Top Slab, Kerb, Approach Slab,
Qtl
Cutoff, Foot path including cutting bending hooking and tying
complete as per detailed drawing and MORT&H Specification
no. 1600
TMT Qtl 1093.5 5002.53 5,470,266.56
32 Road marking with Hot applied Thermo Plastic compound
with Reflectorising glass bend on Bituminous
Surface.Providing and laying of hot applied thermo plastic
sqm 1012.50 298.96 302,697.00
compound 2.5mm thick including refelectorising glass beads
@250gms per sqmt .The finished surface to be level ,uniform
and free from streaks and holes.
 SURAT MUNICIPAL CORPORATION

Remodelling and Restructuring of Koyli creek including vehicle track in Surat. (Ch. 9500 to 10850)
Sr. Rate with 1% Labour
Items Unit Quantity Amount (Rs.)
No. Cess (Rs.)
33
Supplying of Molded Shank Raised Pavement Markers made
of polycarbonate and ABS molded body and reflective panels
with micro prismatic lens capable of providing total internal
reflection of the light entering the lens face and shall support
a load of 16000 kg tested in accordance to ASTM D 4280 Type
H and complying to Specifications of Category A of MORTH
Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997.
The height, width and length shall not exceed 50 mm, 100
mm and 100 mm and with minimum reflective area of 13
No 900.00 177.26 159,534.00
Sqcm on each side and the slope to the base shall be 35 +/- 5
degree. The strength of detachment of the integrated
cylindrical shanks, (of diameter not less than 19 +/- 2 mm
and height not less than 30+/- 2 mm) from the body is to be a
minimum value of 500 Kgf. 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.
(3M or Equivalent Brand)

34
The work includes SETC & defect liability (guarantee) period
of 12 months of entire streetlight system having all
components GI streetlight pole, GI bracket, foundation of
pole, cable, termination of cable, excavation & laying in DWC
pipe of appropriate size, cable guard pipe, fitting wire, led
streetlight outdoor luminaire, CCMS, pole number for
identification etc.
The important design aspects are as under: -
I. Average illumination level = 15 lx
II. Overall maintenance factor= 0.7 no 46 51510.00 2,369,460.00
III. Uniformity Factor= 0.4, Transverse uniformity ratio= 0.33
IV. Span (min.) = 30 m
V. Impact Resistance= IK 08 (min.)
VI. CCT= 4,000⁰ K
VII. CCMS system having remote control, monitoring,
supervision, operation facility from remote location. It should
have electrical data collection/ retrieving facility through
GPRS/ GSM mobile.
VIII. GI octagonal streetlight pole (min. coating of 85 micron)

35 Providing and fixing in position sign boards of size 0.45m x

0.30m with M.S.angle 40mmx40mmx6mm with 3mm thick
iron plate fixed in 1:5:10 prop. Concrete block size no 10.00 2020.81 20,208.08
40cmx40cmx75cm including radium paint on both side etc
complete
36 Providing and fixing in position sign boards of size 0.60m x
0.45m with M.S.angle 40mmx40mmx6mm with 3mm thick
iron plate fixed in 1:5:10 prop. Concrete block size no 10.00 2846.48 28,464.83
40cmx40cmx75cm including radium paint on both side etc
complete
37 Providing and fixing in position sign boards of size 1.20m x
0.90m with M.S.angle 40mmx40mmx6mm with 3mm thick
iron plate fixed in 1:5:10 prop. Concrete block size no 10.00 5207.76 52,077.62
40cmx40cmx75cm including radium paint on both side etc
complete
38
Providing 100mm thick readymade c.c. kerb of strength M-20
(size 300mm x 380mm) purchased from SMC's approved
paverblock manufacturer & setting in line, level and in truly
vertical position, including filling joints in C.M. 1:1 (1 part of Rmt 2700.00 236.34 638,118.00
cement : 1 part of stone dust) smooth pointing in C.M. 1:1 (1
part of cement : 1 part of coarse sand) including watering etc.
complete and as directed by engineer in charge.
39
Providing and laying cement concrete 1:5:10 (1 Part of cment :
5 Part of coarse sand : 10 Part of graded stone aggregate of 40
cum 182.25 2058.38 375,139.76
mm nominal size) in 75 mm thick and curing complete
excluding cost of formwork etc. complete.
 SURAT MUNICIPAL CORPORATION

Remodelling and Restructuring of Koyli creek including vehicle track in Surat. (Ch. 9500 to 10850)
Sr. Rate with 1% Labour
Items Unit Quantity Amount (Rs.)
No. Cess (Rs.)
40 Supplying and filling fine sand (Pana) in 25/75 mm (Avg.)
compacted thickness over the base including necessary
compaction, watering etc. complete. Item includes levelling by cum 182.25 451.47 82,280.41
using vibratary plates compacted machine and as directed by
Engineer-in-charge.
41
Providing interlocking type Rubber moulded cement concrete
paver block of approved shape, design & colour having 60mm
thickness (M-35) purchased from SMC's approved paverblock
manufacturer only & fixing of fine sand bedding. Item sqm 2430 419.15 1,018,534.50
includes levelling by using vibratory plates compacted
machine. Item also includes all materials, labour,
equipments, tools, plants, watering, cleaning etc. complete.
42
providing and fixing post and pipe railing as per detailed
Rmt 1400.00 1174.63 1,644,482.00
drawing including 3 coats of painiting to steel works complete
(F) STORM WATER DRAINAGE
providing and fixing in position (different diameter) IS NP3
class reinforced pipe with caulking the joints with cement
mortar 1:1 proportion using jute string soaked in cement
slurry, finishing joints, and laying pipes to the designed grade
and levels, curing etc complete for all lead and lifts
43
300mm dia M 500 1190.00 595,000.00
450mm dia M 500 2140.00 1,070,000.00
600mm dia M 500 3060.00 1,530,000.00
900mm dia M 2700 5660.00 15,282,000.00
1200mm dia M 500 9270.00 4,635,000.00
1400mm dia M 500 11920.00 5,960,000.00
providing and constructing sewer manholes, scraper
manholes and unit house connection chamber, as per the
type design in brick masonary in c.m.1:5and inside and
outside 15 mm thick plastering inc.m.1:3necessary 100 mm
44 coping with reinforce ment in RCCM-200 fixing C.I. step sand Nos. 90 18160.00 1,634,400.00
fixing manhole frame and covers (excluding supply of Manhole
Frame)over manholes (includingExcavation) manhole type
Acircular type having inside diameter of 1200mm for depth up
to 4m.
Removing, cleaning and refixing of R.C.C. pipes of canal
structure and U.G.P.L. including fixing collars for pipe joints
in cement and sand including filling and chaulking joints with
45
cement mortar of 1:1 proportion curing etc complete for all
lead and lift
400mm to 450mm dia pipes m 10500.00 380.08 3,990,840.00
Providing and filling rubbles including hand packing and
46 filling interstices with quarry spalls behind abutments and cum 2430.00 907.99 2,206,415.70
between returns as directed
Box cutting the road surface to proper slope and camber as
per drawing and MORT&H clause no 301 , including setting
out, construction of shoring and bracing, removal of stumps
47 cum 1080.00 66.16 71,447.40
and other deleterious matter, dressing of sides and bottom,
backfilling the excavation earth to the extent required and
utilising the remaning earth locally for road work.
Providing and laying of dry lean cement concrete (DLC) of M15
grade and compacting the same with 8 to 10 Tone vibratory
48 roller as per the Technical specifications and as per drawing cum 240.00 4013.34 963,200.64
and as directed by the Engineer. Rate shall include cost of
formwork if any.
 SURAT MUNICIPAL CORPORATION

Remodelling and Restructuring of Koyli creek including vehicle track in Surat. (Ch. 9500 to 10850)
Sr. Rate with 1% Labour
Items Unit Quantity Amount (Rs.)
No. Cess (Rs.)
Concrete Pavement M-30 - 250 mm thk - construction of
unreinforced, dowel jointed, 250 mm thick M30 grade
Reinforced cement concrete pavement as per MORT&H
clause no 602,1500,1600,1700,2700 and in conformity with
the lines, grades and cross sections shown on the drawings.
The work shall include furnishing of all plant and equipment,
materials and labour and performing all operations in
49 cum 300.00 4700.34 1,410,101.40
connection with the work, as approved by the Engineer.The
unit rate also includes full costs of Kerb constuction,
contraction, expansion , construction and longitudinal joints.
Itshall also includes joint filler,keys, caulking rod, debonding
strip, sealent primer,joint sealent, dowel bar and tie rod. For
construction of road TRIMIX vacume dewatering system shall
be used.

Preparation of subgrade with compacting, levelling and

consolidation of subgrade with miniroller/plate vibrator
50 sqm 1200.00 4.55 5,454.00
machine including watering and filling in depression shich
occur during the process as directed by Engineer-in-charge.
Providing and fixing hot deep GI grating as per drawing. Rate
shall include all cost of material, labour, tools equipments and
51 incidental to complete the work as per specification. The hot kg 6000.00 151.50 909,000.00
deep galvaniseing shall be confirm to MORT&H spaecifivation
table no 1900-3-viii.
Structural steel work riveted bolted or welded in builup for all
type section in frammed work including cutting hosting fixing
52 in position and applying a priming coat of approved steel kg 1000.00 70.70 70,700.00
primer all comleted as per the structural designs and
direction of engineer in - charge.
Total Amount 735,602,292.74