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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 CrAccepted-AOC | ₹6.0 Cr | L1 | Accepted-AOC M/S P.C construction is found to be lowest |
| 2 | L2₹6.2 Cr+₹21.6 L (3.61%)Rejected-Finance VPO MAJARI TEHSIL SHRI NAINA DEVI DISTT BILASPUR HP | ₹6.2 Cr+₹21.6 L (3.61%) | L2 | Rejected-Finance L2 |
| 3 | L3₹6.6 Cr+₹56.3 L (9.39%)Rejected-Finance VPO TEHSIL JAWALI DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹6.6 Cr+₹56.3 L (9.39%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Sushant Puri L2 | MS Kamal Dev Sharma No Rank | P C Construction L1 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work in all kind of soil such as pick, jumper work blasting hard and soft rock chiseling soft or hard rock where blasting is prohibited and disposal of all ececavated earth work in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | 28.08 | Cum | 600 ₹16,848 | 550 - | 515 ₹14,461.2 Lowest |
| 2.00 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 2,235.27 | Cum | 910 ₹20,34,095.7 | 890 - | 690 ₹15,42,336.3 Lowest |
| 3.00 | Excavation in drain and channel etc. in earth work including dressing of sides and bed and disposing of excavated earth upto a lead of 20 mtrs. And lift upto 1.5 mtrs. Disposesd earth to be leveled and neatly in (PJW).With in all leads and lifts as per the direction of the Engineer-in-charge. | 212.4 | Cum | 750 ₹1,59,300 | 690 - | 670 ₹1,42,308 Lowest |
| 4.00 | Providing and laying cement concrete 1:4:8 (1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. | 10.8 | Cum | 12,100 ₹1,30,680 | 11,800 - | 11,220 ₹1,21,176 Lowest |
| 5.00 | Providing and laying cement concrete 1:6:12(1: cement :6 sand :12 graded crushed stone aggregate of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per direction of the Engineer-in-charge. | 3.4 | Cum | 12,100 ₹41,140 | 10,900 - | 10,375 ₹35,275 Lowest |
| 6.00 | Providing and laying cement conctete 1:5:10 (1cement: 5sand: 10graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/Wall/Brest walls the size of plum 150 to 300mm as per PWD specification. With in all leads and lifts as per the direction of the Engineer-in-charge. | 91.56 | Cum | 12,100 ₹11,07,876 | 10,900 - | 10,100 ₹9,24,756 Lowest |
| 7.00 | Providing and laying cement concrete 1:3:6(1: cement :3 sand :6 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. | 168.09 | Cum | 12,800 ₹21,51,552 | 12,800 - | 11,950 ₹20,08,675.5 Lowest |
| 8.00 | Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. | 344 | Cum | 17,900 ₹61,57,600 | 17,200 - | 16,195 ₹55,71,080 Lowest |
| 8.10 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. | 28.8 | Cum | 17,900 ₹5,15,520 | 17,200 - | 16,440 ₹4,73,472 Lowest |
| 8.20 | Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 96 | Cum | 17,900 ₹17,18,400 | 17,200 - | 16,671 ₹16,00,416 Lowest |
Tender Value
Refer Docs
EMD Value
₹6.7 L
Closing Date
19 Mar 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Chamba
Executive Engineer Jal Shakti Division Chamba
C/o Trench Weir 1 No, C/o out let 7 Nos., C/o Pucca Main Channel 1720 Rmt, C/o cut and cover 240 Rmt, P/L of HDPE Pipes 4200 Rmt, P/L of MSERW Pipes 3500 Rmt, C/o Retaining Wall, C/o Anchor Block 90 Nos
2026_HPIPH_131169_1
EE-JSV-CBA-2026-11862-11912 dated 11.03.2026
Open Tender
Civil Works - Water Works
Item Rate
180 days
Sahoo at Chamba
Please refer Tender documents.
8 documents required · 8 mandatory
₹10,000
Executive Engineer Jal Shakti Division Chamba
₹6.7 L
15 Sept 2026
11 Mar 2026
20 Mar 2026
11 Mar 2026
19 Mar 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting in earth work in all kind of soil such as pick, jumper work blasting hard and soft rock chiseling soft or hard rock where blasting is prohibited and disposal of all ececavated earth work in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | 28.08 | Cum | - | - |
| 2 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 2,235.27 | Cum | - | - |
| 3 | Excavation in drain and channel etc. in earth work including dressing of sides and bed and disposing of excavated earth upto a lead of 20 mtrs. And lift upto 1.5 mtrs. Disposesd earth to be leveled and neatly in (PJW).With in all leads and lifts as per the direction of the Engineer-in-charge. | 212.4 | Cum | - | - |
| 4 | Providing and laying cement concrete 1:4:8 (1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. | 10.8 | Cum | - | - |
| 5 | Providing and laying cement concrete 1:6:12(1: cement :6 sand :12 graded crushed stone aggregate of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per direction of the Engineer-in-charge. | 3.4 | Cum | - | - |
| 6 | Providing and laying cement conctete 1:5:10 (1cement: 5sand: 10graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/Wall/Brest walls the size of plum 150 to 300mm as per PWD specification. With in all leads and lifts as per the direction of the Engineer-in-charge. | 91.56 | Cum | - | - |
| 7 | Providing and laying cement concrete 1:3:6(1: cement :3 sand :6 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. | 168.09 | Cum | - | - |
| 8 | Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. | 344 | Cum | - | - |
| 8.1 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. | 28.8 | Cum | - | - |
| 8.2 | Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 96 | Cum | - | - |
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