Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date4 Mar 2025
Closing Soon17 Mar 2025
Tender Amount₹ 4,94,86,000
Costs
EMD
₹ 2,47,430Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
165331Tender No
165331Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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Providing steel liner 10 mm thick for curbs and 6 mm thick for steining of wells including fabricating and setting out as per detailed drawing and specifications as per section 1200 and 1900.
6 mm Thick M S Liner
14.98
72540
1086598
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Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) in static load method only
Initial and routine load test
500
1500
750000
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Levelling course for Pile cap (Providing and laying of P.C.C.M-15 levelling course 100mm thick below the pile cap.)
13.62
4519
61528
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Cement concrete for reinforced concrete in pile cap complete as par drawing and Technical Specification per clause 1100, 1500 and 1700.
B - Using Batching plant transit mixture and Concrete pump
(ii) R.C.C M- 30
110.94
5856
649665
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specification as per section 1600.
16.17
68693
1110870
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Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200
D- Height upto 5m
a) Using concrete Mixer iii) R.C.C. Grade M-30
171.96
6370
1095360
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.
17.2
69002
1186531
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MORT&H specificationscomplete including all accessories as per drawing and Technical Specifications section 2000 and 2200.
234000
1
234000
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Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200
C - RCC/PSC Grade M35
II - For T-beam & slab
(a) Using Concrete Mixer
(ii) Height 5 m to 10 m
654.44
7595
4970441.42
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure
complete as per drawing and technical specifications
91.71
70101
6429139
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
90.43
11847
1071295
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Drainage Spouts complete as per drawing and Technical specifications of section 2705
60
2007
120420
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700
2.72
4437
12058
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Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704
23.1
9467
218688
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (vide drawing No. SD/201, SD/304)
321.52
1819
584845
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Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803.
321.52
56
18005
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Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per I.R.C.S.P.51)
77
850
65450
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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 drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.)
117.66
11124
1308182
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Providing and Fixing of Av. 20mm thick Granite plate including cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired.
4
6600
26400
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Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
14327.38
223
3195006
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Granuler Sub-base as per table :- 400-1
Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
B- By Mix in place method
Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
1359.9
460
625554
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Wet Mix Macadam (Providing, laying, spreading and compacting Cum 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 as per clause 406.)
924.38
1434
1325554
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Providing and fixing guard stones 200 x 200 x 900 mm made of Each precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation.
658
431
283598
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Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.
(i) on WBM/WMM surface @0.85 Kg/sqm.
3697.5
64
236640
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Tack coat Providing and applying tack coat with bitumen emulsi on (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned w ith mechanical broom and as per clause 503.
(ii) Granuler surfaces treate with primes @ 0.30 kg / Sqm
3697.5
17
62858
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Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction)
B- With mechanical paver finisher
(ii) for Grading-II(19 mm nominal maximum size, bitumen content 3.40%)
184.88
6255
1156393
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Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using 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, complete as per clause 508)
B - With mechanical paver finisher
ii. With mechanical paver finisher
A - With bitumen
i) Type A ( 11.2 mm to 0.09 mm size aggregates )
3697.5
163
602693
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Direction and Place Identification signs with size more than 0.9sqm size board. (Providing and erecting direction and place identification retro- reflectorized sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing)
4.32
12426
53680
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous SurfaceSurface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.)
196.2
707
138713
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Excavation for Structures (Earth work in excavation of foundation of structures 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 and backfilling with approved material including dewatering etc. complete.
I- Ordinary soil
(i) Upto 3 m depth
393
146
57466
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
A- Using concrete mixer
(i) PCC Grade M15
936.6
4613
4320536
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Filler joint
B- Providing & fixing 20 mm thick compressible fiber board ( 12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.
20.4
1204
24562
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504.
B- Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in
cement concrete of Grade M15
2076.11
4705
9768098
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504.
1038.06
2079
2158116
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Excavation for Structures (Earth work in excavation of foundation of structures 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 and backfilling with approved material.)
A - Ordinary soil
(i) Upto 3 m depth
81.59
146
11913
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
(i) PCC Grade M20
55.23
4174
230530
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Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .)
E- 1200 mm dia
35
6984
244440
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
12.02
2413
28998
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Excavation for Structures (Earth work in excavation of foundation of structures 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 and backfilling with approved material.)
A- Ordinary soil
(i) Upto 3 m depth
600
146
87600
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Providing and laying boulders apron on river bed for protection Cum. against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per clause
2503.
600
2413
1447800
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Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
1314
223
293022
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Granuler Sub-base as per table :- 400-1
Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
B- By Mix in place method
Disintegrated rock i.e moorum having CBR value not less than 20 and Cum. P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
547.5
460
251850
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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause-404.)
A- Grading- II (Using Screening Crushable type such as Moorum or Gravel)
(i) Using Screening Crushable type such as Moorum or Gravel
273.75
1476
404055
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TOTAL
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-
49485987
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Sub Divisional Officer
P.W.D. Bridge Construction Sub Dn. Gariyaband (C.G)
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