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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-Finance BBMB SUNDERNAGAR HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 172101 | ₹8.7 L | L1 | Accepted-Finance Accept due to lower side |
| 2 | L2₹9.0 L+₹27,901 (3.22%)Rejected-Finance | ₹9.0 L+₹27,901 (3.22%) | L2 | Rejected-Finance Reject due to higher side |
| 3 | L4₹9.3 L+₹59,139 (6.81%)Rejected-Finance | ₹9.3 L+₹59,139 (6.81%) | L4 | Rejected-Finance Reject due to higher side |
| 4 | L5₹9.4 L+₹71,972 (8.29%)Rejected-Finance | ₹9.4 L+₹71,972 (8.29%) | L5 | Rejected-Finance Reject due to higher side |
| 5 | L6₹9.9 L+₹1.2 L (13.9%)Rejected-Finance | ₹9.9 L+₹1.2 L (13.9%) | L6 | Rejected-Finance Reject due to higher side |
| Sl No | Description | Qty | Unit | VISHAL KUMAR L4 | Suman Kumar Thakur L5 | GOVT CONTRACTOR L8 | Arun Kumar L7 | SHIV KUMAR L3 | Ashwani Kumar L9 | ROHIT THAKUR L2 | Sudhir Kumar L6 | Shiv Kumar L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches in earth work in all lifts and all kind of soil such as pick, jumper, blasting hard or soft rock,chiselling and wedging out of hard/soft rocks including dewatering in saturaed soil upto all leads and lifts stacking the excavated soil in 15cm layers when required into plinths sides of foundation etc consolidating each deposited layer by remaining and watering and then disposing of all surplus excavated earth as per the direction of Engineer-in-charge | 614.82 | Cum | 530 ₹3,25,854.6 | 350 ₹2,15,187 | 600 ₹3,68,892 | 650 ₹3,99,633 | 290 ₹1,78,297.8 Lowest | 650 ₹3,99,633 | 350 ₹2,15,187 | 528 ₹3,24,624.96 | 450 ₹2,76,669 |
| 2.00 | 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. | 2.19 | Cum | 24,000 ₹52,560 | 13,000 ₹28,470 | 33,000 ₹72,270 | 1,200 ₹2,628 Lowest | 25,000 ₹54,750 | 13,000 ₹28,470 | 36,000 ₹78,840 | 30,500 ₹66,795 | 32,000 ₹70,080 |
| 3.00 | Squared rubble masonary courshed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:4(1 Cement 4 Sand) with in all leads and lifts as per direction of the Engineer-in-charge | 7.83 | Cum | 9,500 ₹74,385 | 6,500 ₹50,895 | 20,000 ₹1,56,600 | 6,500 ₹50,895 | 9,000 ₹70,470 | 4,000 ₹31,320 Lowest | 18,000 ₹1,40,940 | 17,500 ₹1,37,025 | 19,000 ₹1,48,770 |
| 4.00 | 40 mm thick cement concerte flooring 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 :- | 2.19 | Sqm | 28,000 ₹61,320 | 6,000 ₹13,140 | 35,000 ₹76,650 | 2,000 ₹4,380 Lowest | 25,000 ₹54,750 | 15,000 ₹32,850 | 35,000 ₹76,650 | 31,000 ₹67,890 | 35,000 ₹76,650 |
| 5.00Providing 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 reinforcement for reinforced concrete work in :- | ||||||||||||
| 5.10 | 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. | 0.99 | Cum | 30,000 ₹29,700 | 13,000 ₹12,870 | 43,000 ₹42,570 | 11,000 ₹10,890 Lowest | 25,000 ₹24,750 | 15,000 ₹14,850 | 38,000 ₹37,620 | 30,800 ₹30,492 | 40,000 ₹39,600 |
| 6.00Providing form work with steel plates 3.15mm. thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centering shuttering strutting and propping etc, with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced concrete and plain concrete work in :- | ||||||||||||
| 6.10 | Flat surfaces such as soffits of suspended floor, roofs landing and the like floors etc.upto 200mm in thickness.upto all thickness including all leads and lifts as per direction of the Engineer-in-charge. | 3 | Sqm | 550 ₹1,650 | 750 ₹2,250 | 800 ₹2,400 | 1,800 ₹5,400 | 500 ₹1,500 Lowest | 550 ₹1,650 | 800 ₹2,400 | 750 ₹2,250 | 590 ₹1,770 |
| 7.00 | Providing mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 84.15 | Kg | 105 ₹8,835.75 | 95 ₹7,994.25 | 110 ₹9,256.5 | 70 ₹5,890.5 Lowest | 180 ₹15,147 | 90 ₹7,573.5 | 125 ₹10,518.75 | 100 ₹8,415 | 76 ₹6,395.4 |
| 8.00 | 20mm thick cement plaster in single coat on rough side of bricks/ stone masonary for interior plastering upto floor two level including arrises, internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in C.M 1:3 (One cement: three sand) within all leads and lifts as per direction of the Engineer-in-charge. | 44.4 | Sqm | 870 ₹38,628 | 850 ₹37,740 | 900 ₹39,960 | 180 ₹7,992 Lowest | 800 ₹35,520 | 450 ₹19,980 | 950 ₹42,180 | 825 ₹36,630 | 950 ₹42,180 |
Tender Value
₹14.1 L
EMD Value
₹28,119
Closing Date
10 Aug 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Bharmour
Executive Engineer Jal Shakti Division Bharmour
Restoration of Rain damages to WSS Hadsar Tehsil Bharmour distt Chamba SH Const of 3 No stone masonary intake chamber and providing laying jointing of HDPE pipe 32,25 20 mm dia
2026_HPIPH_140361_1
4079-4109 dated 01.08.2026
Open Tender
Civil Works
Item Rate
Bharmour
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹28,119
19 Aug 2026
1 Aug 2026
11 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches in earth work in all lifts and all kind of soil such as pick, jumper, blasting hard or soft rock,chiselling and wedging out of hard/soft rocks including dewatering in saturaed soil upto all leads and lifts stacking the excavated soil in 15cm layers when required into plinths sides of foundation etc consolidating each deposited layer by remaining and watering and then disposing of all surplus excavated earth as per the direction of Engineer-in-charge | 614.82 | Cum | 1.25 | ₹768.53 |
| 2 | 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. | 2.19 | Cum | - | - |
| 3 | Squared rubble masonary courshed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:4(1 Cement 4 Sand) with in all leads and lifts as per direction of the Engineer-in-charge | 7.83 | Cum | 100 | ₹783 |
| 4 | 40 mm thick cement concerte flooring 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 :- | 2.19 | Sqm | 10 | ₹21.9 |
| 5Providing 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 :- | |||||
| 5.1 | 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. | 0.99 | Cum | 10 | ₹9.9 |
| 6Providing form work with steel plates 3.15mm. thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centering shuttering strutting and propping etc, with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced concrete and plain concrete work in :- | |||||
| 6.1 | Flat surfaces such as soffits of suspended floor, roofs landing and the like floors etc.upto 200mm in thickness.upto all thickness including all leads and lifts as per direction of the Engineer-in-charge. | 3 | Sqm | - | - |
| 7 | Providing mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 84.15 | Kg | 1 | ₹84.15 |
| 8 | 20mm thick cement plaster in single coat on rough side of bricks/ stone masonary for interior plastering upto floor two level including arrises, internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in C.M 1:3 (One cement: three sand) within all leads and lifts as per direction of the Engineer-in-charge. | 44.4 | Sqm | 1 | ₹44.4 |
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