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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC 86 SECTOR 07 URBAN ESTATE KURUKSHETRA | ₹13.5 L | L1 | Accepted-AOC work done |
| 2 | L2₹14.2 L+₹67,630.65 (5.01%)Rejected-Finance | ₹14.2 L+₹67,630.65 (5.01%) | L2 | Rejected-Finance Highest rate quoted |
| 3 | L3₹14.5 L+₹98,633.64 (7.30%)Rejected-Finance SHOP NO 25 KARAN SINGH MARKET BEHIND BUS STAND HANSI 125033 | HANSI | HISAR | HARYANA | 125033 | ₹14.5 L+₹98,633.64 (7.30%) | L3 | Rejected-Finance Highest rate quoted |
| 4 | L4₹14.6 L+₹1.1 L (7.91%)Rejected-Finance | ₹14.6 L+₹1.1 L (7.91%) | L4 | Rejected-Finance Highest rate quoted |
| 5 | L5₹15.3 L+₹1.8 L (13.4%)Rejected-Finance | ₹15.3 L+₹1.8 L (13.4%) | L5 | Rejected-Finance Highest rate quoted |
Tender Value
₹15.4 L
EMD Value
₹30,880
Closing Date
27 Apr 2020, 12:00 pmClosed
Executive Engineer SYL WS Division Ambala
Executive Engineer SYL WS Division Ambala
Providing and fixing W metal beam crash barrier for the side protection of bridges of Narwana Branch RD 164950 and SYL Canal RD 1.275
2020_HRY_126147_1
27/04/2020
Open Tender
Civil Works
Item-rate/Agreement basic
60 days
Ambala
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
Executive Engineer SYL WS Division Ambala
₹30,880
Yes
20 Jul 2020
14 Apr 2020
27 Apr 2020
14 Apr 2020
27 Apr 2020
14 Apr 2020
Amount
Earth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres depth including 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 layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres
Preparation of sub grade, including trenching, rough dressing of spoil, final dressing of earth, to given levels and camber, watering rolling with road roller, and compacting the bed
Shuttering for faces of concrete foundations and foundation beams (vertical or battering)
Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth
Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrigsted sheet metal beam rail 70 cm above road ground level, Fixed on IS MC Series Channel vertical post 150x75x5 mm space 2.00 mtr. Centre to centre 1.8 meter below ground level / road level with a spacer of 150x75x5 mm , 330mm long complete as per clause 8.10
AGGARWAL GROUPS
amit kumar contractor
THE NEW TAJEWALA CO-OP L/C SOCIETY LTD
Gaurav Goel Contractor
THE DEHRA VISHVKARMA CO-OP L AND C SOCIETY LTD.
Narsingh Goel Contactor
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