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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical VPO MAJARI TEHSIL SHRI NAINA DEVI DISTT BILASPUR HP | Accepted-Technical Full fill the eligibility criteria |
| 2 | Accepted-Technical | Accepted-Technical Full fill the eligibility criteria |
| 3 | Accepted-Technical VPO TEHSIL JAWALI DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | Accepted-Technical Full fill the eligibility criteria |
Tender Value
₹5.4 Cr
EMD Value
₹6.1 L
Closing Date
1 Apr 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Chamba
Executive Engineer Jal Shakti Division Chamba
Providing Lift Water Supply Scheme From Kiri Nallah to all Drought Affected Schemes in G.P Kiri and Athluin Tehsil and Distt. Chamba
2026_HPIPH_132328_1
EE-JSV-CBA-2026-12415-65 dated 24.03.2026
Open Tender
Civil Works - Water Works
Item Rate
180 days
Kiri at Chamba
Please refer Tender documents.
8 documents required · 8 mandatory
₹10,000
Executive Engineer Jal Shakti Division Chamba
₹6.1 L
8 Apr 2026
24 Mar 2026
2 Apr 2026
24 Mar 2026
1 Apr 2026
24 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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. | |||||
| 2Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal size) 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. | |||||
| 3Providing 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. | |||||
| 4Providing 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 and reinforcement for reinforced concrete work in :- | |||||
| 4.1 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. | - | Cum | - | - |
| 4.2 | 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. | - | Cum | - | - |
| 4.3 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | - | Cum | - | - |
| 4.4 | Arches upto floor two level within all leads and lifts as per the direction of Engineer -in-Charge. | - | Cum | - | - |
| 5Providing and laying cement concrete 1:1.5:3 (1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- | |||||
| 5.1 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. | - | Cum | - | - |
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