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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 found to be lowest |
| 2 | L2₹6.4 Cr+₹42.5 L (7.10%)Rejected-Finance VPO MAJARI TEHSIL SHRI NAINA DEVI DISTT BILASPUR HP | ₹6.4 Cr+₹42.5 L (7.10%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical BANSAL COTTAGE BADRI NAGAR TEH PAONTA SAHIB SIRMAUR | SIRMAUR | HIMACHAL PRADESH | 173025 | - | - | Rejected-Technical Not Fulll Fill the eligibility criteria |
| Sl No | Description | Qty | Unit | MS Kamal Dev Sharma L2 | P C Construction L1 |
|---|---|---|---|---|---|
| 1.00 | 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. | 1,610.04 | Cum | 860 ₹13,84,634.4 | 842 ₹13,55,653.68 Lowest |
| 2.00 | 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. | 2.7 | Cum | 10,100 ₹27,270 | 9,910 ₹26,757 Lowest |
| 3.00 | 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. | 30.11 | Cum | 10,700 ₹3,22,177 | 10,570 ₹3,18,262.7 Lowest |
| 4.00Providing 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 rainforcement for reaiforce concrete work:- | |||||
| 4.10 | 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. | 15.1 | Cum | 13,500 ₹2,03,850 | 13,225 ₹1,99,697.5 Lowest |
| 4.20 | Arches upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 18.4 | Cum | 14,500 ₹2,66,800 | 14,255 ₹2,62,292 Lowest |
| 5.00Providing 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 :- | |||||
| 5.10 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. | 40.16 | Cum | 13,800 ₹5,54,208 | 13,740 ₹5,51,798.4 Lowest |
| 5.20 | 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. | 89.12 | Cum | 13,900 ₹12,38,768 | 13,865 ₹12,35,648.8 Lowest |
| 5.30 | 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. | 0.6 | Cum | 14,190 ₹8,514 | 14,175 ₹8,505 Lowest |
Tender Value
Refer Docs
EMD Value
₹6.7 L
Closing Date
27 Feb 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Chamba
Executive Engineer Jal Shakti Division Chamba
C/o 1 No. Intake chamber at Maluna Nallah Source, C/o 1 No. RCC Main storage tank 2,20,000 ltr./cap. Part-I at node 202, C/o RCC main storage tank 1,50,000 ltr. Cap part-II at node 203, C/o 1 No. RCC main storage tank 1,50,000 lit. cap. at node 1
2026_HPIPH_129198_1
EE-JSV-CBA-Tender-11041-91 dated 21.02.2026
Open Tender
Civil Works - Water Works
Item Rate
180 days
Chamba
Please refer Tender documents.
8 documents required · 8 mandatory
₹10,000
Executive Engineer Jal Shakti Division Chamba
₹6.7 L
15 Sept 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
27 Feb 2026
21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 1,610.04 | Cum | - | - |
| 2 | 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. | 2.7 | Cum | - | - |
| 3 | 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. | 30.11 | Cum | - | - |
| 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 rainforcement for reaiforce concrete work:- | |||||
| 4.1 | 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. | 15.1 | Cum | - | - |
| 4.2 | Arches upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 18.4 | 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. | 40.16 | Cum | - | - |
| 5.2 | 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. | 89.12 | Cum | - | - |
| 5.3 | 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. | 0.6 | Cum | - | - |
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