Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Jan 2025
Closing Soon5 Feb 2025
Tender Amount₹ 3,85,25,000
Technical
Technical
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Class 'A' and Class 'B' (Bridge Work). Bidders must be registered with UP PWD in these classes to be eligible to participate.
Costs
EMD
₹ 21,30,000Document Cost
₹ 2,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEDPW_999578_2Tender No
105/98Com-Gonda Circle/24-25 Dt. 08.01.25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Supplying, Fitting and Placing un-coated HYSD bar ) Reinforcement in Foundation including cost Steel etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess complete as per Drawing and Technical Specifications
2.5
68300
171006.13
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Reinforced Cement Concrete, in Well curb of M 25 Gradecomplete as per Drawing and Technical Specification. including cost of grit, coarse sand from butwal quarry, all labour, T&P etc reqd. for proper completion of the work..and also including all type of taxes but excluding cess
30
12400
372000
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Well Foundation steining including cost Steel etc reqd. for proper completion of the work, and also including all type of taxes but excluding cesscomplete as per Drawing and Technical Specifications of well steining
9
68300
614700
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Reinforced Cement Concrete, in well steining of M30 Grade complete including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess as per Drawing and Technical Specification.
350
11400
3990000
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Sinking of 4.50 m external diameter well (other than pneumatic method of sinking) through all type of Strata namely sandy Soil, and clayey soil as shown againts each case complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level upto 17 m depth including required all machinary, other devices, all labour, T&P etc reqd. for proper completion of the work.. and also including all type of taxes but excluding cess (i) Up to 3.00 m
15
11900
178500
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Sinking of 4.50 m external diameter well (other than pneumatic method of sinking) through all type of Strata namely sandy Soil, and clayey soil as shown againts each case complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level upto 17 m depth including required all machinary, other devices, all labour, T&P etc reqd. for proper completion of the work.. and also including all type of taxes but excluding cess (ii) 3.00 m to 10.00 m
35
6500
227500
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Sinking of 4.50 m external diameter well (other than pneumatic method of sinking) through all type of Strata namely sandy Soil, and clayey soil as shown againts each case complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level upto 17 m depth including required all machinary, other devices, all labour, T&P etc reqd. for proper completion of the work.. and also including all type of taxes but excluding cess (iii)10.00 m to 13.00 m
15
7500
112500
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Plain Cement Concrete Grade M25, in Bottom Plug with OPC complete including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess as per Drawing and Technical Specification.
120
12900
1548000
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Plain Cement Concrete Grade M20 in Intermediate Plug with OPC complete including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess as per Drawing and Technical Specification
25
12300
307500
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Plain Cement Concrete, in Top Plug OPC Grade M20 complete including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess as per Drawing and Technical Specification
25
10400
260000
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Sand Filling in Wells complete including cost Sand from approved quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess as per Drawing and Technical Specifications.
400
135
54000
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation including cost Steel etc reqd. for proper completion of the work, and also including all type of taxes but excluding cesscomplete as per Drawing and Technical Specifications.
7
68300
478100
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Reinforced Cement Concrete, in Well cap of M30 Grade complete including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess as per Drawing and Technical Specification
210
10700
2247000
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Reinforced cement concrete (with OPC 43 grade) in Abutment/Pier Shaft of RCC Grade M35 including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess complete as per drawing and Technical Specifications
230
11500
2645000
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Supplying, fitting and placing HYSD bar reinforcement in Abutment/Pier Cap/Shaft including cost of Steel, all labour etc. reqd. for proper completion of the work, and also including all type of taxes but excluding cess complete as per drawing and Technical Specifications
20
67500
1350000
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Providing weep holes in Brick Masonry/Plane /Reinforced Concrete abutmennt, wing wall /R/W with 100mm dia. AC pipe, standing through the full width of the struture with slope of 1 V to 20 Horizontal towards drawing face. Compete as per drawing and technical specification.
81
350
28350
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Backfilling behind abutment, wing wall and return wall compete as per drwaing and technical specification.
139
325
45175
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Providing and Fixing of in position true to line and level Neoporin Elosmaric bearing conforming to IRC:1983 (Part-II, Section IX) and Clause 2005 of MORT&H specificatios complete including all accessories as per Drawing and Technical Specfication.
223640
-
165493.6
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Furnishing and Placing Reinforced /Pre-stressed Cement Concrete in Deck slab of RCC Grade M30 including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess complete as per drawing and Technical Specifications
550
12500
6875000
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation including cost Steel etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess complete as per Drawing and Technical Specifications. (14.20)
26
70300
1827800
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Providing and laying Reinforced Cement concrete (with OPC 43 grade) in wearing coat of RCC Grade M-30 including reinforcement cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess complete as per drawing and Technical Specifications
24
14000
336000
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Drainage Spouts complete and also including all type of taxes but excluding cess as per drawing and Technical specification
48
2300
110400
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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 authorised representative ensuring compliance to the manufacturer's instructions for installation and also including all type of taxes but excluding cess complete (14.22)
42.25
4800
202800
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.New type jurcy crass bairiar work etc work as per E/I
23
14000
322000
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
8
8800
70400
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
17.74
13200
234234
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Running of 5HP pump for dewatering including arrangement of pump suction and delivery pipes and other accessories ar site including cost of POL
500
150
75000
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Protection work: Providing and laying of boulder including cost of Boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25-40 kg each.
100
4100
410000
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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
345
4500
1552500
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
160
3300
528000
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Painting on concrete surface - Providing and applying 2 coats of water based cement paint to unplasterd concrete surface
100
160
16000
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including retroreflactive glass beads@ 250 gms per sqm area thickness of 2.5 mm is exlusive of suface applied glass beads as per IRC:35 the finished surface to be level uniform and free form streak and holes
80
618
49440
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Approach Road: Construction of embankment with approved material obtained form borrow pits with a lift upto 1.5 m transporting to stite spreading, grading to required slope and compacting meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as Technical Specification Clause 301.5
23000
192
4416000
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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 mterial 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
260
4650
1209000
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Providing,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specified 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.
240
5800
1392000
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Provding laying and spreading of graded stone aggregae (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying with 1% OPC cement and 3.5% emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achive the desire density.
145
10200
1479000
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Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.on WMM
1900
12
23750
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Providing and laying dence graded bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder@ 4.0 to 4.5% by weight of total mix and filler, 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 as per morth specification clause 507 complete in all respects.
96
12900
1238400
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Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.on DBM surface.
1900
15
29450
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Providing and laying bituminous concrete with 100-120 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 to 5.6 percent 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 specification clause No. 509 complete in all respects.
58
14500
841000
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