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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L Quoted ₹3.6 L | L1 | Accepted-AOC Award of contract |
| 2 | L2₹4.0 L+₹40,301.40 (11.3%)Rejected-Finance | ₹4.0 L+₹40,301.40 (11.3%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹4.3 L+₹72,850.40 (20.4%)Rejected-Finance | ₹4.3 L+₹72,850.40 (20.4%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹4.4 L+₹80,023.90 (22.4%)Rejected-Finance | ₹4.4 L+₹80,023.90 (22.4%) | L4 | Rejected-Finance Rejected |
| 5 | L5₹4.8 L+₹1.2 L (33.8%)Rejected-Finance | ₹4.8 L+₹1.2 L (33.8%) | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | M/S Verma Construction L5 | Bal Krishan Verma L3 | Build Himachal Construction And Supply L4 | Suresh Kumar Sharma L1 | Ashok Kumar Thakur L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches in all type of soil such as pickwork jumper work blasting soft & hard rock and through conglomeraterock upto all leads & lifts stacking the excavated soil not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts & as per directed of the Engineer in-charge. | 27.95 | P/Cum | 500 ₹13,975 | 460 ₹12,857 | 770 ₹21,521.5 | 400 ₹11,180 Lowest | 450 ₹12,577.5 |
| 2.00 | Providing and laying cement concrete 1:3:6 (1cement:3approved sand:6app.graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth including entire carriage of material upto all leads and lifts. | 3.11 | Cum | 11,000 ₹34,210 | 10,000 ₹31,100 | 11,300 ₹35,143 | 7,500 ₹23,325 Lowest | 9,000 ₹27,990 |
| 3.00Providing and laying cement concrete 1:1.5:3 (1cement:1.5approved sand:3approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | ||||||||
| 3.01 | Foundation and plinth including entire carriage of material upto all leads and lifts. | 6.21 | P/Cum | 12,000 ₹74,520 | 12,000 ₹74,520 | 13,800 ₹85,698 | 9,200 ₹57,132 Lowest | 11,000 ₹68,310 |
| 3.02 | Wall (any thickness but not less than 0.1m thickness) attached pillasters, buttresses plinth and string courses etc. from top to foundation level upto floor two level and as per the direction of Engineer-in-charge.including entire carriage of material upto all leads and lifts. | 4.37 | P/Cum | 12,500 ₹54,625 | 11,000 ₹48,070 | 12,000 ₹52,440 | 9,200 ₹40,204 Lowest | 12,000 ₹52,440 |
| 4.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish. Including centring, shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:- | ||||||||
| 4.01 | Vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. | 48.3 | P/Sqm | 550 ₹26,565 | 500 ₹24,150 | 390 ₹18,837 | 350 ₹16,905 Lowest | 450 ₹21,735 |
| 5.00 | Providing tor steel reinforcement for RCC work including bending, winding and placing in position complete upto floor two level as per the direction of Engineer-in-chief including entire carriage of material upto all leads and lifts. | 740.6 | P/Kg | 150 ₹1,11,090 | 110 ₹81,466 | 80 ₹59,248 Lowest | 86 ₹63,691.6 | 100 ₹74,060 |
| 6.00 | Wire crates of G.I. wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately) including entire carriage of material upto all leads and lifts as per direction of Engineer-in-charge. | 27.34 | P/Cum | 3,600 ₹98,424 | 3,400 ₹92,956 | 4,500 ₹1,23,030 | 3,400 ₹92,956 | 3,000 ₹82,020 Lowest |
| 7.00 | Wire crates made of G.I. Wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) G.I. Wire 5mm thick corresponding to SWG-6 15cmx15cm mesh as per direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. | 131.25 | P/Sqm | 500 ₹65,625 | 500 ₹65,625 | 320 ₹42,000 Lowest | 400 ₹52,500 | 450 ₹59,062.5 |
Tender Value
₹5.5 L
EMD Value
₹10,950
Closing Date
21 Apr 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Solan
SH Construction of Head Weir. Job-1
2026_HPIPH_134237_1
736-835 dated 10.04.2026
Open Tender
Civil Works
Item Rate
30 days
Kandaghat
Please refer tender notice
7 documents required · 7 mandatory
₹500
₹10,950
10 Aug 2026
13 Apr 2026
21 Apr 2026
13 Apr 2026
21 Apr 2026
13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in foundation and trenches in all type of soil such as pickwork jumper work blasting soft & hard rock and through conglomeraterock upto all leads & lifts stacking the excavated soil not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts & as per directed of the Engineer in-charge. | 27.95 | P/Cum | - | - |
| - | Providing and laying cement concrete 1:3:6 (1cement:3approved sand:6app.graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth including entire carriage of material upto all leads and lifts. | - | Cum | - | - |
| - | Providing and laying cement concrete 1:1.5:3 (1cement:1.5approved sand:3approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | - | - | - | - |
| - | Foundation and plinth including entire carriage of material upto all leads and lifts. | 6.21 | P/Cum | - | - |
| - | Wall (any thickness but not less than 0.1m thickness) attached pillasters, buttresses plinth and string courses etc. from top to foundation level upto floor two level and as per the direction of Engineer-in-charge.including entire carriage of material upto all leads and lifts. | 4.37 | P/Cum | - | - |
| - | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish. Including centring, shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:- | - | - | - | - |
| - | Vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. | 48.3 | P/Sqm | - | - |
| - | Providing tor steel reinforcement for RCC work including bending, winding and placing in position complete upto floor two level as per the direction of Engineer-in-chief including entire carriage of material upto all leads and lifts. | 740.6 | P/Kg | - | - |
| - | Wire crates of G.I. wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately) including entire carriage of material upto all leads and lifts as per direction of Engineer-in-charge. | 27.34 | P/Cum | - | - |
| - | Wire crates made of G.I. Wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) G.I. Wire 5mm thick corresponding to SWG-6 15cmx15cm mesh as per direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. | 131.25 | P/Sqm | - | - |
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