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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | Accepted-Technical Fulfill the eligibility criteria |
| 2 | Accepted-Technical | Accepted-Technical Fulfill the eligibility criteria |
| 3 | Accepted-Technical | Accepted-Technical Fulfill the eligibility criteria |
| 4 | Accepted-Technical | Accepted-Technical Fulfill the eligibility criteria |
Tender Value
Refer Docs
EMD Value
₹2.4 L
Closing Date
23 Jul 2026, 5:00 pmClosed
EE Jal Shakti Division Chamba
EE Jal Shakti Division Chamba
Const. of FIS For Gowad, Bhalla, Tipri and Chalera Villages in GP Gowad Tehsil and Distt. Chamba
2026_HPIPH_139237_1
EE-JSV-CBA-5928-5978 dated 16.07.2026
Open Tender
Civil Works - Water Works
Item Rate
540 days
Chamba
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
EE Jal Shakti Division Chamba
₹2.4 L
11 Aug 2026
17 Jul 2026
24 Jul 2026
17 Jul 2026
23 Jul 2026
17 Jul 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. | 283.38 | Per cum. | - | - |
| 2 | 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. | 150.7 | per Cum | - | - |
| 3 | 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. | 885.74 | Per cum. | - | - |
| 4 | Dressing of Side Slopes and preparation of sub grade for lining work With in all leads and lifts as per the direction of the Engineer-in-charge. | 959 | Per Sqmt. | - | - |
| 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. | 1.5 | Per cum. | - | - |
| 6 | 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. | 3.9 | Per 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. | 80.39 | Per cum. | - | - |
| 8 | 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. | 15 | Per cum. | - | - |
| 9Providing 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. | |||||
| 9.1 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. | 89.05 | Per cum. | - | - |
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