Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Jan 2025
Closing Soon17 Jan 2025
Tender Amount₹ 1,51,40,000 
Notes
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Costs

Description

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BOQ Items

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RCC Grade M30 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications compaction as per MoRTH specification Sr. No-15.11 G clause No. 1500,1700 & 2100 complete in all respects. (Excluding G.S.T)

169

10500

1774500

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Plain/Reinforced Cement Concrete for wall ans slab etc complete as per Drawing and Technical Specifications. M-30 compaction as per MoRTH specification Sr. No-15.12 C clause No. 1500,1700 & 2100 complete in all respects. (Excluding G.S.T)

335

12500

4187500

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Provading and lajying cement concrete Wearing Coat M-35 grade includung reeinforcement complete as per Drawing and Technical Specifications. compaction as per MoRTH specification Sr. No-15.18 clause No. 2702 complete in all respects. (Excluding G.S.T)

20

12700

254000

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications compaction as per MoRTH specification Sr. No-15.13 clause No1600 complete in all respects. (Excluding G.S.T)

51

83500

4258500

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Providing weep holes in Brick masonry/ Plain/concrete Reinforced 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 face. compaction as per MoRTH specification Sr. No-15.14 clause No 2706& 2200 complete in all respects. (Excluding G.S.T)

75

105

7875

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Earthwork in embankment for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.( 30 Mt Lead and 150 M Lift) S.I. No 251. (Excluding G.S.T)

300

100

30000

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Providing and laying grade -1 granular sub-base with well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification Sr. No-4.01 Cclause 401.(Excluding G.S.T)

97.2

4600

447120

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Providing, laying, spreading and compacting graded stone aggregate to stabilised 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 including 1% cement and 3.50% bitumen emulsion complete as per technical specification (Excluding G.S.T)

35

8600

301000

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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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 Sr. No-5.04 clause No. 505 complete in all respects. (Excluding G.S.T)

17.5

13500

236250

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Tack Coat on bituminous surface Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.complete as per technical specification Sr. No-5.02 clause 501.(Excluding G.S.T)

350

11

3850

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Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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 Sr. No-5.05 clause No. 507 complete in all respects. (Excluding G.S.T)

10.5

14500

152250

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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 and as MoRTH Specification Sr. No-3.18 clause No. 305 (Excluding G.S.T)

56.25

210

11812.5

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification Sr. No-16.05 clause 1302 MORTH Specification 2504 (Excluding G.S.T)

15

2700

40500

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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification MoRTH Specification Sr. No-16.01 clause 2503 (Excluding G.S.T)

210

4500

945000



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