Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date3 Jul 2024
Closing Date8 Jul 2024
Tender Amount₹ 40,12,560 
Notes
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Costs

Description

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Providing and Laying concrete concrete 1:6:12 (1cement: 6 sand: 12 graded stone aggregate 40mm nominal size)for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 702, 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

21.08

96968

4600

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Providing and Laying concrete concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

109.83

626031

5700

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Providing and Laying in positon cement concrete concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level : 1:3:6 (1 Cement :3 coarse sand ) :6 graded stone aggregate 40 mm nominal size )

151.62

940044

6200

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Stone Random rubble masonry in cement mortar 1:6(1 cement : 6 sand) complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.including all leads and lifts, or as per HPPWD,. Specification of 1990 Volume-I, asdirected by the Engineer-In-Charge.

184.13

837792

4550

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Construction of dry rubble masonary for retaining walls, breast walls,revetment walls and parapets etc. for sub-structure and super structure complete as per drawing and technical specification clauses 704.6 & 1302.5 including all leads and lifts, as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge

27.32

89637

3281

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Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7

124

55800

450

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Backfilling with Granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

29.34

42546

1450.1

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Providing and laying Bituminous Macadam (VG-10) with hot mix plant using crushed aggregates of grading as per Table 500.4 premix with bituminius binder, transported to site upyo a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, laval and alignment and rolled to achive the desired compaction as per Technical Specification Clause504.

120

1149600

9580



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