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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | L1 | Accepted-AOC Accepted being L1 | |
| 2 | L2₹6.4 L+₹11,390 (1.82%)Rejected-Finance HIMACHAL PRADESH HP | L2 | Rejected-Finance Rejected | |
| 3 | L3₹6.4 L+₹18,830.76 (3.01%)Rejected-Finance DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | L3 | Rejected-Finance Rejected | |
| 4 | L4₹7.0 L+₹69,897.75 (11.2%)Rejected-Finance BANSAL NIWAS RAM NAGAR SHIMLA 171004 HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171004 | L4 | Rejected-Finance Rejected | |
| 5 | L5₹7.6 L+₹1.3 L (21.2%)Rejected-Finance | L5 | Rejected-Finance Rejected |
Tender Value
₹7.2 L
EMD Value
₹14,340
Closing Date
21 Jul 2020, 5:00 pmClosed
Executive Engineer
Executive Engineer, Jal Shakti Division, Dalhousie
Sustainability of Source to Water Supply Scheme Chakki in G.P. Jandrog in Tehsil Bhattiyat Distt. Chamba (HP)
2020_HPIPH_38900_1
No. JSV-DLU-E-Ten/20- 4059-96
Open Tender
Civil Works
Item Rate
60 days
Chowari
Sustainability of Source to Water Supply Scheme Chakki in G.P. Jandrog in Tehsil Bhattiyat Distt. Chamba (HP)
8 documents required · 8 mandatory
₹250
Yes
EE JSD Dalhousie
₹14,340
Yes
2 Sept 2020
15 Jul 2020
22 Jul 2020
15 Jul 2020
21 Jul 2020
15 Jul 2020
15 Jul 2020 - 21 Jul 2020
Amount
Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiselling / wedgeing out of hard /soft rock including dewatering in saturated soil upto all leads and lifts stacking the excavated soil / materials not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15 centimetre layers when required into plinths side of foundations etc., consoildating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge.
Providing and laying cement concrete 1:4:8 (1 cement : 4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge.
Providing and laying cement concrete 1:3:6 (1 cement : 3 sand: 6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge.
Wall (any thickness but not exceeding 0.10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge.
Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:-
Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge.
Providing Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in- Charge.
VIKAS KUMAR
baldev singh
Sandeep Kumar
bikrant
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