Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date31 Dec 2024
Closing Soon16 Jan 2025
Tender Amount₹ 1,71,50,000
Costs
EMD
₹ 10,60,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEBLY_988307_1Tender No
10414/76C(A)(E.T.)-08/2024-25 DATE 29-11-2024 CORRIGENDUM 11133/76C(A)(E-TENDER)-8/24-25 DATender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Reinforced Cement Concrete grade M-30, complete in foundation all respects as per Drawings and MORTH Technical Specifications Section 1700, 1000, 2100, 2200, 2300 etc. using Batching Plant.
291.05
8268
2406546.93
... More
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement (Sail/Tata/JSPL) in in Substructure complete as per Drawing and Technical Specifications.
28.56
63403
1810789.68
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Reinforced Cement Concrete grade M-30, complete in foundation all respects as per Drawings and MORTH Technical Specifications Section 1700, 1000, 2100, 2200, 2300 etc. using Batching Plant.
160.24
8283
1327267.92
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement (Sail/Tata/JSPL) in in Substructure complete as per Drawing and Technical Specifications.
15.72
63403
996695.16
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Reinforced Cement Concrete grade M-35, complete in foundation all respects as per Drawings and MORTH Technical Specifications Section 1700, 1000, 2100, 2200, 2300 etc. using Batching Plant.
203.51
8295
1688156.15
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement (Sail/Tata/JSPL) in in Substructure complete as per Drawing and Technical Specifications.
19.97
63403
1266157.91
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drainage face complete as per drawing and Technical Specifications Section 2700 & 2200 etc.
224
446
99904
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Providing Cost of dewatering I/c cost of boaring,laying of 4" dia P.V.C.pipe ,hire charges of 7.50 K.V.Deisel pumping set ,hire Charges of P.V.C. pipe & cost of 4" dia plastic pipe for disposal of water as required distance also I/c wages of repairing leakage during operation with hire charges of tractor I/c loading & unloading pumping set.(as per Non schedule item 12.45.4 A)
3500
100
350000
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface Sl. No. 8.8
222
94
20868
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Construction of embankment with approved material 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 of MORTH specifications, as per MORTH Specifications section 300 complete in all respects.
382.5
126
48195
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Providing and Laying of 1000 mm dia RCC Hume Pipe NP-3 Class etc. Complete in all respects as per Technical specifications section 2900, 2800 etc.
75
5865
439875
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, 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 of MORTH specifications complete in all respects. In two layers.
127.5
4072
519205.5
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Dismantling of existing structures Reinforced cement concrete, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. Clause No. 2.4 (202).
562.5
1611
906468.75
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Dismantling of existing structures ,Brick work/ Tile Work including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. Clause No. 2.4 (ii) (202).
25
363
9095
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Construction of embankment with approved material 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. (Carted Upto 3.00 Km) As per MORTH Specification. Clause 305 (3.16)
793
186
147498
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, 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 of MORTH specifications complete in all respects. In two layers.
84.38
4072
343612.24
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Providing, laying, spreading and compacting graded stone aggregate Lalkuan Quarry 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH Specification Clause 406 (4.14). In two layers.
91.25
4077
372081
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Providing and applying tack coat with VG-10 (IOC/HPCL) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MORTH Specifications section 500 / relevant IRC codes complete in all respects.
350
17
6055
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Providing and laying dense graded bituminous macadam Grading 2 with 80 - 100 TPH capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 (IOC/HPCL) @ 4.5 per cent, mini., by weight of total 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 MoRTH specification section 500 complete in all respects.
17.5
10935
191366
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Providing and applying primer coat with SS1 grade emulsionon 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 MORTH Specification Clause 502 (5.1)
350
41
14350
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Providing and laying bituminous concrete Grading 2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 (IOC/HPCL) @ 5.4 per cent, mini., 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 MORTH specifications 500 complete in all respects.
8.75
11404
99792.88
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of MORTH Specifications Section 300, table No. 300-2 of MORTH specifications section 300 complete in all respects. (Carted Upto 3.00 Km)
61
191
11699.8
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Providing and laying Filter material underneath pitching in slopes complete As per MORTH specification 2504 (15.5) in all respect.
211.69
4138
875994.39
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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 MORTH specification 2503 (15.1) in all respect.
315.59
4203
1326519.45
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