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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | L1 | Accepted-AOC ok | |
| 2 | L2₹4.3 L+₹4,689.82 (1.09%)Rejected-Finance | L2 | Rejected-Finance ok | |
| 3 | L3₹4.4 L+₹8,597.67 (2.00%)Rejected-Finance | L3 | Rejected-Finance ok |
Tender Value
₹4.4 L
EMD Value
₹8,780
Closing Date
8 Nov 2021, 3:00 pmClosed
Anil Narwal
EXECUTIVE ENGINEER PROV DIV NO 4 PWD B AND R PGIMS ROHTAK
Reinvited for Construction of 5 11 1 2 high 9 thick boundary wall with 15 wide gate to use as Godown for keeping dismantled condemned articles in Pt BD Sharma UHS Rohtak
2021_HRY_194329_1
PWD/P4/667
Open Tender
Civil Works
Works
90 days
PGIMS Rohtak
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹8,780
Yes
9 Dec 2021
29 Oct 2021
8 Nov 2021
29 Oct 2021
8 Nov 2021
29 Oct 2021
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. :- All kinds of soil. (HSR 4.14.1)
Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) : 40mm thick (HSR 6.8.2)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement :- 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.15.1)
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement:- Cold twisted bars (HSR 6.33.3)
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in:- Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.21.2)
Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.22.2)
Providing and laying 60mm thick factory made cement concrete inter1ocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.(HSR 10.76)
Cement Concrete 1 :8:16 Flooring: Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth.(HSR 10.100.2)
12 mm cement plaster of mix :- 1 :6 (1 cement: 6 coarse sand) (HSR 11.8.2)
15 mm cement plaster on rough side of single or half brick wall of mix:- 1 :6 (1 cement: 6 coarse sand) (HSR 11.9.2)
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required :- In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (HSR 13.29.2)
The Shiva Labour And Construction Co- Operative Society Ltd
Nathu Singh
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