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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.4 LAccepted-AOC | ₹18.4 L | L1 | Accepted-AOC Ok |
| 2 | L2₹22.3 L+₹4.0 L (21.6%)Rejected-Finance | ₹22.3 L+₹4.0 L (21.6%) | L2 | Rejected-Finance Non-Responsive |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹18.6 L
EMD Value
₹37,103
Closing Date
23 Mar 2021, 5:00 pmClosed
Executive Engineer
Sarasvati Heritage Division No. 3, Kaithal
Construction of Inlet/causeway at RD 209350/R of BML-HB-BB-MPLC to protect agriculture land of village Kakot, Pilni and avoidance of damages to channel.
2021_HRY_164455_2
929/9-A dated 15/03/2021
Open Tender
Civil Works
Works
60 days
Kaithal
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹37,103
Yes
5 May 2021
17 Mar 2021
24 Mar 2021
17 Mar 2021
23 Mar 2021
17 Mar 2021
Amount
Earth work excavation in foundations & trenches etc in all kind of soils, not exeedings 2 mt. depth i/c dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry in 15 cm layer with compaction i/c disposal of all surplus soil as directed within a lead of 30 mt.(HSR 6.6). @ Rs. 1108.10+425% = 5817.52 % cum
Extra for laying and watering the earth as per specifications for compaction in 25 cm. layers and cost of rolling to specifications with road roller/sheep foot roller and tractor or any other like machinery. Item 6.2 2(i)+g(ii)+v (68.10+75)+425%-45.90+425%+225+135% = 1039.05 per 100 Cum
Cement concrete 1:3:6 with stone aggregate 20 mm nominal size in foundation & plinth (HSR 10.40) @ Rs. 516.90+450% = 2842.95 /cum
First class cement sand mortar 1:3 in foundation & plinth (HSR 11.5). @ Rs. 461.4 +650% =3460.50 per cum
Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work shelves excluding steel reinforcement but i/c centering and shuttering laid in position complete in all respect. (HSR 10.81) @ Rs. 947.70+450% = 5212.35/ cum
Dry brick on edge paving sand grouting over 50mm thick earth and mud plaster. (HSR 14.20) @ Rs. 38.70+600% = 270.90 / sqm
FE-500 TMT Steel bars for R.C.C. works where not i/c in the complete rate of RCC i/c bending, binding and placing in position complete. (HSR 18.22) @ Rs. 927.05+500% = 5562.30/qtl
Single layer brick lining on side slopes consisting of first class brick over 10 mm thick cement sand mortar over 10 mm thick cement sand plaster over 10mm thick cement sand plaster 1:3 over prepared sub grade (HSR 19.32) (B) 50.90+600% = 356.30
RAMDHARI GOVT CONTRACTOR
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