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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC VPO BASODHAN TEHSIL AND DISTT CHAMBA | L1 | Accepted-AOC Work Awarded | |
| 2 | L2₹4.7 L+₹85.13 (0.02%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹5.2 L+₹47,944.89 (10.2%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹5.5 L+₹76,128.33 (16.1%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | L5₹6.1 L+₹1.4 L (29.2%)Rejected-Finance | L5 | Rejected-Finance Rejected |
Tender Value
Refer Docs
EMD Value
₹11,750
Closing Date
9 Jul 2021, 11:00 amClosed
Executive Engineer Jal Shakti Division Arki
Executive Engineer Jal Shakti Division Arki
CAD to Flow Irrigation Scheme Awan Syari Kandla in Tehsil Arki Distt. Solan(HP)(SH- Laying and jointing HDPE pipe in distribution system , Constroction RCC out lets 15 Nos.and construction of retaining wall behind the pump house).
2021_HPIPH_49355_1
2902-70 dated 01-07-2021
Open Tender
Civil Works
Item Rate
180 days
Awan Syari Kandla
Please refer Tender documents.
7 documents required · 7 mandatory
₹250
Yes
₹11,750
Yes
29 Nov 2022
2 Jul 2021
9 Jul 2021
2 Jul 2021
9 Jul 2021
2 Jul 2021
2 Jul 2021 - 9 Jul 2021
Amount
Excavation in foundation, trenches etc. earth work in all type of soil such as pick work, jumper work, blasting work kankar,mooram singles including decomposed soft and hard rock etc. upto all heights stacking the excavated earth not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths and sides of foundation etc.consolidating each deposited layer by raming and watering and then disposing of all surplus excavated earth upto all leads and lifts as directed by the Engineer in charge complete in all respects.
Laying & jointing high density polyethylene pipe with fussion welding process for buried water means and services duly ISI marked (IS-4984-1995) as amended upto date in the following dia material grade PE-80 pressure raiting of various dia including all leads and lifts carriage of materials at site as directed by the Engineer-in charge.
160mm dia PN-6
Providing and laying cement concrete 1:4:8(1 Cement :4 Sand : 8 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including all carriage of materials upto all leads and lifts complete in all respects.
Providing and laying cement concrete work 1:2:4(1 Cement :2 Sand: 4 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work & reinforcement for reinforced concrete work in :-
Walls (any thickness but not less than 0.10 meters thickness) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto floor two level including carriage of materials upto all leads and lifts complete in all respects.
Providing form work with mild steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu reinforced concrete work and plain concrete work in :-
Vertical surfaces such as walls(any thickness )partition and the like including attached pillasters, buttresses plinth and string courses and like including all leads and lifts etc. complete in all respects.
Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level including cost of binding wires and carriage of materials upto all leads and lifts complete in all respects.
Excavation in drain & channels etc. in earth work including drerssing of side and bed and disposing excavated earth in all leads and lifts disposed earth to be levelled and neatly dressed in pick jumper work including all leads and lifts complete in all respects as per direction of Engineer- in Charge.
Providing and laying cement concrete. 1:5:10 (1 cement 5 sand 10 graded aggregate water bone aggregate 40mm nominal size)with 15% plum and curring complete excluding cost of form work in retaning walls brest wall , the size of plum shall usually be 150mm to 300mm as per H.P.W.D specification with in all lead and lift and as per direction and satisfaction of Engineer in charge .
Stone / Boulder filling dry hand packed behind retaining wall including carriage of materials upto all leads and lifts complete in all respects.
Providing and laying cement concrete 1:6:12(1 Cement :6 Sand : 12 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including all carriage of materials upto all leads and lifts complete in all respects.
Ram Raj
M/s.Chetan Thakur
Anoop Kumar Sharma Govt. Contractor
RISHI DEV SHARMA
AMAN CONSTRUCTIONS
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