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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAccepted-AOC | ₹12.3 L | L1 | Accepted-AOC Ok |
| 2 | L2₹12.7 L+₹34,438 (2.79%)Rejected-Finance | ₹12.7 L+₹34,438 (2.79%) | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical 357 KOTKAPURA ROAD STREET NO 8 MUKTSAR PUNJAB 152026 | SRI MUKTSAR SAHIB | PUNJAB | 152026 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical 443 V P O LIWAN 132001 | KARNAL | HARYANA | 132001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical H NO 413 VILLAGE DIWAL KAITHAL 136027 | KAITHAL | KAITHAL | HARYANA | 136027 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹12.2 L
EMD Value
₹24,305
Closing Date
12 Mar 2020, 5:00 pmClosed
Executive Engineer
Sarasvati Heritage Division No. 3 Kaithal
Construction of inlet/causeway at RD 135500/L of BML-HB-BB-MPLC to protect agriculture land of Village Nouch and for avoidance of damages to channel
2020_HRY_122380_2
740/9A dated 05/03/20 and 770/9A dated 06/03/20
Open Tender
Civil Works
Works
45 days
Kaithal
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
Executive Engineer Sarasavati Heritage Divn No. 3
₹24,305
Yes
4 May 2020
6 Mar 2020
13 Mar 2020
6 Mar 2020
12 Mar 2020
6 Mar 2020
Amount
Earth work excavation in foundations & trenches etc. in all kind of soils, not excedings 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 15cm layer with compaction i/c disposal of all surplus soil as directed within a lead of 30 mt. (HSR 6.6)
Earth work excavation in foundation in cutting in all types of soil with an average lead 30 Mtr. HSR ltem 6.1
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. HSR Item No. 6.2
Re-handling of earth work with a combined lead upto 15 mtr. HSR 6.2 (b) & note II
Cement concrete 1:3:6 with stone aggregate 20mm nominal size in foundation and plinth (HSR Item No. 10.40)
First class cement sand mortar 1:3 in foundation & plinth (HSR Item No. 11.5)
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)
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)
Dry brick on edge paving sand grouting over 50mm thick earth and mud plaster. HSR Item No. 14.20
The Shree Radhe Co op L and C Society Ltd. Cheeka
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