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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.5 LAccepted-AOC 86 SECTOR 07 URBAN ESTATE KURUKSHETRA | 1 | Accepted-AOC Lowest Bidder | |
| 2 | 2₹11.6 L+₹1.1 L (10.2%)Rejected-Finance | 2 | Rejected-Finance Reject | |
| 3 | 3₹11.8 L+₹1.3 L (12.7%)Rejected-Finance | 3 | Rejected-Finance Reject | |
| 4 | 4₹12.3 L+₹1.8 L (17.0%)Rejected-Finance | 4 | Rejected-Finance Reject | |
| 5 | 5₹12.3 L+₹1.8 L (17.3%)Rejected-Finance | 5 | Rejected-Finance Reject |
Tender Value
Refer Docs
EMD Value
₹23,040
Closing Date
10 Nov 2020, 3:00 pmClosed
Executive Engineer
Executive Engineer, Water Services Division, Kurukshetra.
Replacement of pipe culvert into box type culvert at RD 8596 of Ismailabad Drain.
2020_HRY_149694_1
10/11/2020/2
Open Tender
Civil Works
Item-rate/Agreement basic
90 days
Kurukshetra
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹23,040
Yes
5 Feb 2021
3 Nov 2020
10 Nov 2020
3 Nov 2020
10 Nov 2020
3 Nov 2020
Amount
Dismantling Brick in cement. (HSR 8.5 (b)
Dismantling of RCC (HSR 8.6(e)
Earth excavation in ordinary soil with an average lead of 30 mtr (HSR 6.2(b)(c(i)
Cement concrete of 1:3:6 with stone agg. 20 mm nominal size in foundation and plinth (HSR 10.40)
Reinforcement Cement concrete 1:1.5:3 with stone agg. 20 mm nominal in foundation and plinth excluding shuttering (HSR 10.79+10.95(a)
Providing expansion joint remolded joint filler (HSR24.35(a)
Steel reinforcement TMT Bars FE-500 EQR/FE-500D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, handers and annealed steel wire etc. and placing in position complete in all respect for all heights/depths/storeys/basements etc. NOTE:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work excluding overlaps. Wastage, overlaps, coupling, welded joints, spacer bars, chairs, stays and annealed steel wire or other methods for binding and placing shall not be measure and cost of these items shall be deemed to be included in the rates for reinforcement (HSR 18.22)
First class brick laid in cement sand mortar 1:3 in foundation and plinth. (HSR 11.5 )
Shuttering for faces of concrete foundations and foundation beams (vertical or battering) (HSR 9.13)
Centering and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering)including attached pilasters etc. when curved (HSR 9.6)
Centering and shuttering for slab culverts. exceeding 3 metres but upto 6 metres span (HSR 9.18 (b).
Rehandling of Earthwork (HSR Chapter No. 6 Note-II)
Earthwork Dressed in filling for making diversion ramp with all minimum lead of 495 mtr (HSR 6.2(b)c(i)(ii)(iii)+6.3(i)
Laying providing joining RCC NP3 1000 mm dia Pipe HSR 29.96(IX)
Dry brick-on-edge paving sand grouted over 50 mm thick earth and mud plaster. (HSR 14.20)
Removing of RCC Pipe(HSR 8.35) (C)
Credit of brick bats
Credit of Rcc NP3 1000 mm dia pipe
Credit of Steel Scrap
Leela Construction Co.
Creative Vision
The Surendra Co Op L and C Society Ltd.
Gian Sharma
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