Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date27 Jan 2025
Closing Date11 Feb 2025
Tender Amount₹ 71,14,000
Costs
EMD
₹ 5,56,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEALD_998632_1Bid Award Id
ViewTender No
32/10Com(P)-PRJ.CIRCLE/2025 DATED 07.01.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Construction of Subgrade and Earthen Shoulders 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 table No. 300-2. As per MoRTH Technical Specification Clause No. 305
2009
260
522340
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Granular Sub-Base with Graded Material (Table:- 400-1) 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. As per MoRTH Technical Specification Clause No. 401
86
1560
134160
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Wet Mix Macadam (Plant Mix Method) 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.As per MoRTH Technical Specification Clause No. 406(A)
27
2720
73440
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Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia. As per MoRTH Technical Specification Clause No. 2900(A)
22.5
4740
106650
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Analysis of Rate for Stablized (Type-2) Providing, laying, soreading and compacting graded stone aggregate to wet mix macadam with 3.5% Emulsion and 1% cement 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 MoRTH Technical Specification Clause No. 517
33
7250
239250
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Dense Graded Bituminous Macadam Grading 2 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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 clause No. 505 complete in all respects.As per MoRTH Technical Specification Clause No. 505(B) (Including Cost of Bitumen)
16
11630
186080
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Tack coat Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MoRTH Technical Specification Clause No. 503(i)(Including Cost of Bitumen)
330
15
4950
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Bituminous Concrete Providing and laying bituminous concrete with 100 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 per cent of mix and filler, transporting the hot mix to work site, laying with 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. As per MoRTH Technical Specification Clause No. 507(B) (Including Cost of Bitumen)
9
13160
118440
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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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. As per MoRTH Technical Specification Clause No. 304
857
110
94270
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Sand Filling Sand/Blancket coat Sand filling in foundation trenches and in full formation drainage layer/Blancket coat in black cotton soil of road. As per MoRTH Technical Specification Clause No. 304
91
920
83720
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PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per MoRTH Technical Specification Clause No.2100
133
4940
657020
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Stone Masonry Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. As per MoRTH Technical Specification Clause No. 12.7
523
4760
2489480
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RCC Grade M25 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & Concrete pump. As per MoRTH Technical Specification Clause No. 14.1 (A)
35
8430
295050
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HYSD Substructure Supplying, fitting and placing HYSD bar reunforcement in substructure complete as per drawing and Technical Specificatins. As per MoRTH Technical Specification Clause No. 1600 & 2200
33
9210
303930
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R.C.C. grade M 25 Super structure Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications As per MoRTH Technical Specification Clause No. 14.1 (B)
58
9560
554480
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HYSD Super structure Supplying, fitting and placing HYSD bar reunforcement in superstructure complete as per drawing and Technical Specificatins. As per MoRTH Technical Specification Clause No. 1600
57
9240
526680
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications. As per MoRTH Technical Specification Clause No. 2702
9
15490
139410
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RCC Grade M20 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 using batching plant transit mixer & Concrete pump. As per MoRTH Technical Specification Clause No. 12.8(C)
22
8430
185460
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Pointing Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications. As per MoRTH specification clause No. 1300 & 2200(13.2)
243
70
17010
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 2706 & 2200(9.17)
40
310
12400
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 2501.2(9.27)
155
1540
238700
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