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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC | L1 | Accepted-AOC Work Awarded Done | |
| 2 | L2₹11.8 L+₹84,191.85 (7.70%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹12.0 L+₹1.0 L (9.55%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹12.5 L+₹1.5 L (14.0%)Rejected-Finance VILL P O DARGIA SAKRI TEHSIL DEHRA DISTT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | L4 | Rejected-Finance Rejected | |
| 5 | L5₹12.8 L+₹1.9 L (17.0%)Rejected-Finance | L5 | Rejected-Finance Rejected |
Tender Value
Refer Docs
EMD Value
₹33,520
Closing Date
22 Jan 2024, 11:00 amClosed
Executive Engineer
Jal Shakti Division Arki
Providing CAD work to FIS Bambira in GP Danoghat Thesil Arki District Solan HP SH Construction of head weir, providing laying jointing HDPE pipe in distribution system construction of out let chambers at various RDs construction of retaining wall f
2024_HPIPH_83932_1
ARK-SOL01-425-8213-63
Open Tender
Civil Works
Item Rate
180 days
JSV Sub Division Daalaghat
Please refer Tender documents.
7 documents required · 7 mandatory
₹400
Yes
EE Arki
₹33,520
Yes
20 Jan 2025
12 Jan 2024
22 Jan 2024
12 Jan 2024
22 Jan 2024
12 Jan 2024
Amount
Cutting in earth work and disposal of excavated earth upto a lead of 20 metres in foundation and plinth.
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.
Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of centring and shuttering in: Foundations and plinth including carriage of materials upto all leads and lifts complete in all respects.
Providing and laying cement concrete 1:1½:3 (1 cement: 1½ sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in.
Foundation footings bases of columns and the like and mass concrete including carriage of materials upto all leads and lifts complete in all respects..
Walls any thickness (but not less than 0.10meter thickness including attached pilasters,buttresses plinth and string courses etc. from top of foundationlevel upto floor two level including all leads and lifts etc.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 surface such as wall (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like including carriage of materials upto all leads and lifts 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 of excavated earth upto a lead of 20 meters and lift upto 1.50 meters 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.
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 PN-4 including all leads and lifts carriage of materials at site as directed by the Engineer-in Charge .
125mm dia PE-80 PN-4.
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 & plinth including 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 :-
i) Foundations and plinth including carriage of materials upto all leads & lifts etc. complete in all respects.
Walls including attached buttresses, pilasters and their caps and basis and string courses etc. upto floor two level 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.
Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/ breast walls, the size of plums shall usually be 150mm to 300mm as per HPPWD specifications including carriage of materials upto all leads and lifts complete in all respects..
Stone/Boulder filling dry hand packed behind retaining wall with in all lead and lifts and as per direction and satisfaction of Engineer in charge .
Joginder Kumar
Sh. Lekh Raj Sharma
TEK CHAND
Rajinder Kumar Rawat
Kamlesh Kumar
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