Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date26 Feb 2019
Closing Date4 Mar 2019
Tender Amount₹ 20,83,00,000
Costs
EMD
₹ 30,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Widening And Strengthening of G.t. Road
Description
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Contact
Tender Id
2019_CEALD_323273_1Bid Award Id
ViewTender No
1Camp(K.M.)11Kam B-Pra. Circle/19 Dt. 14-02-2019Tender 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 earthen shoulder 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.with lead up to 1000m as per MORT&H clause 305 (Sl.No. 3.18)
22267.32
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Scarifying the existing bituminous road surface to a depth of 20 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
23280
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Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.
8148
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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
10670
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Providing, laying, spreading and compacting graded wet mix macadam (Stablized with Emulsion and Cement) specificatied as in IRC 37-2012 including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers. With emulsion 3.5% and Cement OPC 1%
9603
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Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared Bituminous surface cleaned with mechanical broom. as per MORT&H clause 503 (Sl.No. 5.2 )
106700
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Providing and laying dense graded bituminous macadam (Grade-I) with 100 TPH computerised HMP producing an average output of 100 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 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 MORT&H specification clause 505 complete in all respects.
5335
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Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared Bituminous surface cleaned with mechanical broom. as per MORT&H clause 503 (Sl.No. 5.2 )
106700
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Providing and laying bituminous concrete (Grade-II) with 100 TPH computerised hot mix plant producing an average output of 100 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 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 MORT&H specification clause No. 507 complete in all respects
3201
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Earthwork in excavation for as per drawing and technial specification Clause 305.1 including setting our construction of shoring and bracing removal fo stumps and other deleterious material and disposal upto a lead fo 50 m dressing of sides and bottom and backfilling in trenches with excvated suitable material.
600 mm dia NP-3 HP culvert
56.46
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Earthwork in excavation for as per drawing and technial specification Clause 305.1 including setting our construction of shoring and bracing removal fo stumps and other deleterious material and disposal upto a lead fo 50 m dressing of sides and bottom and backfilling in trenches with excvated suitable material.
350 mm dia NP-3 HP culvert
13.52
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Earthwork in excavation for as per drawing and technial specification Clause 305.1 including setting our construction of shoring and bracing removal fo stumps and other deleterious material and disposal upto a lead fo 50 m dressing of sides and bottom and backfilling in trenches with excvated suitable material.
U-Drain
493.92
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P.C.C. grade M 10 (1:3:6) Providing concrete for plain/rainforced concrete in open foundations complete as per drawings and Mord specification Clauses 802,803,1202, 1203
600 mm dia NP-3 HP culvert
9.12
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P.C.C. grade M 15 (1:2:4) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clauses 802,803,1202, 1203
600 mm dia NP-3 HP culvert
9.9
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P.C.C. grade M 15 (1:2:4) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clauses 802,803,1202, 1203
U-Drain
96.04
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R.C.C. grade M 20 (1:2:4) Providing concrete for reinforced concrete in open foundations complete as per drawings and technical specification
U-Drain
308.7
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Brick work M-150 Maslonry work in cement mortar1:3 in foundation complete
600 mm dia NP-3 HP culvert
73.32
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Pointing with cement mortar (1:3) on brickwork/ C.R. Stone masonry as per drawing and technical specification Clause 613.3 and 1204
600 mm dia NP-3 HP culvert
82.38
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S/l of 600mm dia NP-3 H.P. culvert
45
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S/l of 350mm dia NP-3 H.P. culvert
30
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications U-Drain
19.35
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Providing and lying GSB(Granular material) for beding of hume pipe.
350 mm dia NP-3 HP culvert
3.36
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