Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Dec 2024
Closing Date11 Feb 2025
Tender Amount₹ 1,16,00,000
Costs
EMD
₹ 7,80,000Document Cost
₹ 4,110Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEKNP_987626_4Tender No
7125C/131C-KV/2024 Dt. 13.12.2024Tender 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 granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density as per MORD specification 401
135
2870
387450
... More
Providing concrete for plan / reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803and1202,1203 of MoRD M-10 grade.
35.8
6900
247020
... More
Providing concrete for plane / reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803and1202,1203 of MoRD RCC grade M-20.
52
8050
418600
... More
Providing concrete for plane / reinforced concrete in Super Structure complete as per drawing and technical specification clause 802,804,805,806,1202 and 1203 RCC grade M-20.
142
8450
1199900
... More
Providing concrete for plane / reinforced concrete in Open Foundation complete as per drawing and technical specification clause 802,803 and 1202,1203 of MoRD RCC grade M-25.
56
8450
473200
... More
Providing and laying reinforced cement concrete in sub structure as per drawing and technical specification clauses 802,804,805,806,807,and 1202,1204 of MoRD RCC grade M-25. outer walls
77.6
8950
694520
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clauses 800,1205.4and1205.5 of MoRD RCC grade M-25.
87
9750
848250
... More
Supplying, fitting and placing HYSD bar reinforcement complete in foundation as per drawing and technical specification clauses 1000 and 1202 .
54
84000
4536000
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Providing weep holes in brick masonry/ stone masonry, plain reinfoced 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 face complete as per drawing and technical specifications. 614, 709,1204.3,7
200
200
40000
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Providing and laying Cement Concrete, in wearing course M-30 grade including Reinforcement complete as per Drawing and technical specification clauses800, &1206.3 of MoRD .
9.4
7650
71910
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Providing and laying boulders apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fregment weighing not less than 25 kg , laid dry complete as per drawing and Technical specification. Clause 1301
109
2650
288850
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. Clause 1302
121
3100
375100
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Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specification. Clause 1302
94
3000
282000
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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
100
3100
310000
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Clearing grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area.
3000
1
5700
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Construction of embankment with approved material obtained from borrow pits with a lifts upto 1.5 m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2. with a lead upto 1000 m as per technical specification clause 301.5 (For Carted Earth Work)
4584
105
481320
... More
Providing, laying and spreading material on a prepared subgrade, adding cement @ 2% by weight to the spread material manually, mixing in place with Rotavator and compacting with the Road Roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.
28
3360
94080
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Providing, laying and spreading material on a prepared base, cement @ 4%by weight to the spread material manually, mix in place with Rotavator and compacting with the Road Roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.
35
3750
131250
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Tack Coat (i) Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Clause 503. MORD
250
16
4000
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compesed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to 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 three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508 Mord (including Bitumen VG-10)
250
165
41250
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Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 Mord (including Bitumen VG-10)
250
60
15000
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Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1..
50
75
3750
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Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106.
45
5760
259200
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Laying brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25mm thick layer of earth over brick soling, watering and rolling the same with three wheeled road roller 80-100 KN as per Technical Specification clause412
187
600
112200
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