Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date7 Nov 2020
Closing Date17 Nov 2020
Tender Amount₹ 2,95,61,780
Costs
EMD
₹ 15,60,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEKNP_528493_1Bid Award Id
ViewTender No
5117C/131C-KV/2020-21 Dt. 08.10.2020Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Providing Steel Liner 10 mm thick for Piles upto 10 Rm depth including Fabricating and Setting out as per Detailed Drawing. MoRT&H specification no.12.22 & 1200 & 1900.
37
-
104000
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Providing and laying of PCC M15 levelling course 150mm thick below the pile cap. MoRT&H 12.39 and specification 1100&1700.
25
-
6650
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Cement Concrete for Reinforced Concrete M 35 in Pile Cap complete as per Drawing and Technical Specification. MoRT&H 12.38 and specification 1100, 1500 &1700.
225
-
7890
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.MoRT&H 12.40 and specification 1600.
54
-
57800
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Plain/Reinforced Cement Concrete M30 in Wing wall section complete as per Drawing and Technical Specifications. MoRT&H 12.8 and specification 1500, 1700 & 2100.
120
-
7500
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Plain/Reinforced cement concrete RCC Grade M30 in sub-structure complete as per drawing and Technical Specifications. MoRT&H 13.5 and specification 1500, 1700 & 2200
94
-
8175
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Sub Structure complete as per Drawing and Technical Specifications. MoRT&H 13.6 and specification 1600 & 2200.
7.4
-
58100
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Supplying, fitting and fixing in position true to line and level neoprene bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. MoRT&H 13.14 and specification 2000 & 2200.
6
-
11400
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Furnishing and Placing M40 Grade Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification. MoRT&H 14.1 and specification 1500 &1600 1700
290
-
9100
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Superstructure complete as per Drawing and Technical Specifications. MoRT&H 14.2 and specification 1600.
37
-
59300
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R.C.C works with cement approved coarse sand and 2 cm (3/4”) gauge approved stone ballast in the proportion 1:2:4 (1 cement : 6 aggregate) in lintels of doors and windows excluding supply of reinforcement and its bending the same with 24 B WG binding wire and necessary centering and shuttering etc, and also including supply of all materials labours and tools and plants etc required for proper completion of works. As per SOR No. 283
76
-
1800
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Providing and laying Cement concrete wearing coat M-40 grade including reinforcement complete as per drawing and Technical Specifications 14.4 of MORT&H.
18
-
12100
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Drainage Spouts complete as per drawing and Technical specification. MoRT&H 14.9 and specification 2705.
10
-
2700
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Providing and laying of compression / Expansion seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder. Expansion joint movement of (+-) 20 mm with fatigue tested structural section at the nosing & anchorage assembly complete as per approved Drawing & as per IRC SP 69:2005 & clause 2600 of MORT&H specifications 2001. MoRT&H 14.21.
44
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9900
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Lifting, transportation, carrying to launching plateform and placing in position RCC concrete girders as per drawing and technical specifications. MoRT&H 14.13 and specification 1800 & 2300.
145
-
15900
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High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
6.6
-
125000
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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.
9000
-
100
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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 table No.300-2 (As per MORTH sps-)
450
-
100
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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, complete as per Technical Specification Clause 401.
390
-
3050
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Providing, laying, spreading and compacting stone aggregates of specific sizes to WMM specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (two coat of 125mm each).
450
-
3180
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Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502
1850
-
20
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Providing and laying dense graded bituminous macadam with 100 TPH batch type HMP producing an average output of 30 cum per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent with Bitumen VG-30 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. 507 complete in all respects. Grading-II .
90
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7550
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Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.30 kg per sqm with Bitumen VG-30 on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.(befor BC)
1850
-
10
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Providing and laying bituminous concrete with 100 TPH batch type hot mix plant producing an average output of 30 cum per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent with Bitumen VG-30 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. Grading-II
55
-
8280
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