Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date30 Oct 2024
Closing Soon28 Nov 2024
Tender Amount₹ 1,95,00,000
Costs
EMD
₹ 11,75,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEUVZ_969578_17Tender No
84/Camp/SE Tender/jnp-gzp circle/24 date 14-10-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge within a distance of 60 meter (200 feet). As per SOR SI No.692
579.21
375
217203.98
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 and backfilling with Approved Material. Specification N. 304 (S.N. 12.01i) (Ordinary Soil)
931.92
56
52187.65
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 rotavator at OMC , and compacting with vibratory rollar to achieve the desired density , complete as per clause 401
133.72
2950
394463.68
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. SI. No. - 12.04
122.9
6300
774269.92
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-15) SI.No.9.06(1500, 1700 & 2100 )
221.54
7500
1661540.72
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-30) SI.No.12.08
224.39
9800
2199046.5
Supplying, fitting and placing HYSD bar reinforcement in foundation comlete as per drawing and technical specifications (Foundations) SI.No.12.42 (1600)
69.93
89000
6223681
Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification. ( Hight upto 5m) SI. No-13.05 G(p)
240.68
9800
2358664
Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification ( Hight 5 to 10m) SI. No-13.05 G(q)
277.27
10000
2772684
Providing weep holes in Brick masonry/Plain/ Reinforced 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 drawing foce. Complete as per drawing and Technical specification. SI. No. 13.08
168
112
18816
Proviaing and laying filter media with granular meterials / stone crushed aggregates satisfying the requirements laid down in clause 2504.0.0. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complate as per drawing and Technical Specification SI. No-13.10
194.36
2200
427593.65
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (ii) Granular material- (13.09)
36
3500
126000
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces SI.No.-8.8
765.92
105
80421.6
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. (WMM)
161.5
3580
578170
Providing and laying prime coat with bitumin emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 Kg/ Sqm. using mechanical means as per Technical specification clause 502(1).
475
38
18050
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.
23.75
10800
256500
Providing and laying tack coat with bitumen VG-10 using emulsion distributer at the rate of 0.20 Kg / Sqm. on the prepared granular surface treated with primer and cleaned with hydraulic broom as per technical specification clause no. 503 (I)
708.66
11
7795.21
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 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 MORTH specification clause No. 509 complete in all respects
21.26
12000
255115.8
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