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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC Accept |
| 2 | L2₹1.8 Cr+₹3.1 L (1.76%)Rejected-AOC | ₹1.8 Cr+₹3.1 L (1.76%) | L2 | Rejected-AOC Reject |
| 3 | L3₹1.9 Cr+₹17.6 L (9.95%)Rejected-AOC VCC FARM HOUSE GALL NO 3 VIKAS NAGAR NEAR UNIQUE GARDEN MURTHAL ROAD SONIPAT 131001 | SONIPAT | SONIPAT | HARYANA | 131001 | ₹1.9 Cr+₹17.6 L (9.95%) | L3 | Rejected-AOC Reject |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
24 Mar 2021, 2:00 pmClosed
Executive Engineer, M/Garh Canal W/S Division, NNL
Executive Engineer, M/Garh Canal W/S Division, Narnaul
Rehabilitation of Narnaul Disty. from Km 0.000 to 4.999 (Tail).
2021_HRY_163092_2
No. 817-33/6A dated 02/03/2021
Open Tender
Civil Works
Item-rate/Agreement basic
150 days
NARNAUL
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
₹3.6 L
Yes
15 Jul 2021
9 Mar 2021
25 Mar 2021
9 Mar 2021
24 Mar 2021
9 Mar 2021
Amount
Washing concrete surface scrubbing with brushes including preparing and laying slurry. (HSR item No. 10.119)
Laying cement slurry 2mm thick over tile lining (HSR No. 19.12)
Providing CP 10mm thick on dismentalled existing tile lining 1:5 (HSR No. 15.6)
Prov. & placing in position/design mix cement concrete lining of grade M-15, with minimum cement contents 240 Kg/Cum 75 mm thick manually in curved potion & side slopes, mixing, transporting, vibrating smooth finishing curing of lining by water, striking of joints, watering and brushing the lined surface on side slopes including dewatering. pumping out of water caused by rain water required & machinery, watering & compacting side slopes, collecting debris & disposed off collected material outside the channel as per approved design and specifications.
Earth Work in excavation in foundation, trenches etc. in all kind of soils, not exceeding 2 meters 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 meters. (HSR 6.2).
Earth Work in excavation in foundation, trenches etc. in all kind of soils for expansion of bridge at km 3.326
Earthwork in excavation for coping.(HSR item No.6.1)
Cement Concert M-15, 100mm thick and 230mm wide (for coping) (HSR Item No. 10.64)
C&S for coping (HSR No. 9.1)
Filling Expansion Joint in 5 cm Depth. (HSR Item No. 19.17)
Cement concrete 1:4:8 with stone agg. 20mm nominal size in foundation and plinth for abutment & Pier (HSR 10.38).
Brick Masonery in C/S Mortar 1:4 in F&P for abutment & Pier (HSR No. 11.4)
Cement concrete 1:2:4 with stone agg. 20mm nominal size in foundation and plinth (HSR 10.41).
RCC 1;1.5:3 with stone agg. 20mm nominal size in F&P i/c C/S but excluding steel (HSR No. 10.82)
Cold twisted deformed bars for RCC works where not included in the complete rate of RCC including bending, binding and placing position compete (HSR 18.22)
Plastering 12mm thick in 1:4 (HSR No. 15.5)
Painting of Boards & writing letters on sign boards on bridges (NS item)
Painting 2 coats with ready mix exterior paint in all shades in newly plastered/concrete surface (HSR Item 16.26)
Ranjeet Singh
VIDYA PROJECT PVT. LTD.
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