Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date30 Oct 2024
Closing Soon21 Nov 2024
Tender Amount₹ 85,50,000
Costs
EMD
₹ 6,28,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEUVZ_969578_2Tender 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
67.27
380
25562.6
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)
534.78
56
29947.85
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
41
3030
124220.91
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
75.12
6380
479284.74
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-15) SI.No.9.06(1500, 1700 & 2100 )
116.45
7600
884982
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-30) SI.No.12.08
78.24
9930
776923.2
Supplying, fitting and placing HYSD bar reinforcement in foundation comlete as per drawing and technical specifications (Foundations) SI.No.12.42 (1600)
7.37
89710
661162.7
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)
95.44
9910
945770.76
Supplying, fitting and placing HYSD bar reinforcement in sub-structure comlete as per drawing and technical specifications (Height up to 5m) SI.No.13.06 (1600 & 2200)
8.99
90020
809279.8
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)
64.03
9910
634497.66
Supplying, fitting and placing HYSD bar reinforcement in sub-structure comlete as per drawing and technical specifications (Height 5m to 10m) SI.No.13.06 (1600 & 2200)
6.03
90020
542910.62
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
212
113
23956
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
120.9
2225
268993.6
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (ii) Granular material- (13.09)
36
3680
132480
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces SI.No.-8.8
431.62
110
47477.76
Construction of embankment with approved material obtained from borrow pits with 1 km. lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of 95% of proctor density as per S.I. No 305(3.16)
1887.75
121
228417.75
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 roller to achieve the desired density, complete as per clause 401
80.75
3450
278587.5
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)
71.25
3650
260062.5
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
11100
263625
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)
592.07
11
6512.77
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
23.68
12140
287475.2
Construction of Patari with approved material obtained from R.O.W lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of 95% of proctor density as per S.I. No 305(3.16)
79
121
9559
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