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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | ₹3.7 L | L1 | Accepted-AOC AOC |
| 2 | L2₹4.8 L+₹1.0 L (27.5%)Rejected-Finance | ₹4.8 L+₹1.0 L (27.5%) | L2 | Rejected-Finance L2 |
| 3 | L3₹5.3 L+₹1.6 L (41.8%)Rejected-Finance | ₹5.3 L+₹1.6 L (41.8%) | L3 | Rejected-Finance L3 |
| 4 | L4₹5.5 L+₹1.7 L (46.3%)Rejected-Finance | ₹5.5 L+₹1.7 L (46.3%) | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | TARA CHAND L1 | ashutosh kaloti L4 | MAHESHWAR NAND L2 | ANAMIKA THAKUR L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavated earth in all kind of soil such as pick work, jumper work, blasting work in soft/ hard rock or chiseling wedging, out soft/ hard rock where blasting is prohibited i/c all leads and lifts complete as per direction of Engineer-in-charge. | 15.13 | Cum | 280 ₹4,236.4 Lowest | 480 ₹7,262.4 | 390 ₹5,900.7 | 480 ₹7,262.4 |
| 2.00 | Excavation in foundation trenches etc. in all kinds of earth work such as spade work, pick work, jumper work saturated /un saturated soil blasting work and chiseling/wedging out of rocks where blasting work prohibited up to all depth and lifts including pumping and bailing out water where ever required stacking the excavated earth not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into the plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated material within all leads and lifts, useful material available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in Charge. | 8.87 | Cum | 290 ₹2,572.3 Lowest | 480 ₹4,257.6 | 300 ₹2,661 | 480 ₹4,257.6 |
| 3.00 | Providing and laying cement concrete 1:5:10 (1cement: 5sand: 10 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge. | 23.88 | Cum | 5,400 ₹1,28,952 Lowest | 6,000 ₹1,43,280 | 7,800 ₹1,86,264 | 5,900 ₹1,40,892 |
| 4.00Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in: | |||||||
| 4.01 | Foundations, footings, basis of columns & the like and mass concrete. | 8.1 | Cum | 9,459 ₹76,617.9 Lowest | 9,600 ₹77,760 | 12,000 ₹97,200 | 9,800 ₹79,380 |
| 4.02 | Wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level. | 7.2 | Cum | 9,500 ₹68,400 Lowest | 9,600 ₹69,120 | 10,000 ₹72,000 | 9,800 ₹70,560 |
| 5.00 | Providing Placing &Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level including all leads and lifts.: a) Tor steel | 535.5 | Kg. | 80 ₹42,840 Lowest | 195 ₹1,04,422.5 | 99 ₹53,014.5 | 180 ₹96,390 |
| 6.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work including all leads and lifts: | |||||||
| 6.01 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like | 159.75 | Sqm. | 320 ₹51,120 Lowest | 890 ₹1,42,177.5 | 380 ₹60,705 | 830 ₹1,32,592.5 |
Tender Value
₹5.4 L
EMD Value
₹10,863
Closing Date
18 Feb 2026, 5:00 pmClosed
E.E. JSV Division Anni
E.E. JSV Division Anni
SH C/o Diversion Channel and C/o Breast wall below Channel).SDP/2025/38
2026_HPIPH_127936_1
12111-70
Open Tender
Civil Works
Item Rate
180 days
Nirmand
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹10,863
12 Mar 2026
9 Feb 2026
19 Feb 2026
9 Feb 2026
18 Feb 2026
9 Feb 2026
Cutting in earth work and disposal of excavated earth in all kind of soil such as pick work, jumper work, blasting work in soft/ hard rock or chiseling wedging, out soft/ hard rock where blasting is prohibited i/c all leads and lifts complete as per direction of Engineer-in-charge.
Excavation in foundation trenches etc. in all kinds of earth work such as spade work, pick work, jumper work saturated /un saturated soil blasting work and chiseling/wedging out of rocks where blasting work prohibited up to all depth and lifts including pumping and bailing out water where ever required stacking the excavated earth not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into the plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated material within all leads and lifts, useful material available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in Charge.
Providing and laying cement concrete 1:5:10 (1cement: 5sand: 10 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge.
Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in:
Foundations, footings, basis of columns & the like and mass concrete.
Wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level.
Providing Placing &Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level including all leads and lifts.: a) Tor steel
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work including all leads and lifts:
Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like
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