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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-Finance | ₹16.0 L | L1 | Accepted-Finance 1st lowest |
| 2 | L2₹16.7 LRejected-Finance VPO BASODHAN TEHSIL AND DISTT CHAMBA | ₹16.7 L | L2 | Rejected-Finance 2nd lowest |
| 3 | L3₹17.7 LRejected-Finance | ₹17.7 L | L3 | Rejected-Finance 3rd lowest |
| 4 | L4₹17.7 LRejected-Finance | ₹17.7 L | L4 | Rejected-Finance 4th lowest |
| 5 | L5₹18.2 LRejected-Finance | ₹18.2 L | L5 | Rejected-Finance 5th lowest |
| Sl No | Description | Qty | Unit | Poshdeen Soni L5 | Jagjit Singh L3 | Sant Ram L1 | GULSHAN BEGAM L6 | Des Raj L2 | SHAUKAT ALI L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in earth work in all kind of soil such as pick work,jumper work, blasting work in hard & soft rock and chiesaling work including slushy soil & under flooring water up to all excavated soil up to any lead & lifts from the edge of excavation and then depth and stacking the returning the stacked soil in 15 CM ( fifteen centimetres) layer's when required in to plinth sides of foundation etc. Consolidation each diposited layer by ramming & watering & then disposing of all surplus excavated earth as directed with in all lead of 20 meters in Chiselling /wedging out of rock complete in all respect in trench weir, sump well, anchor blocks, presedimentation tank steel bridge, check dam, site development works etc.within all leads and lifts as per the direction of Engineer-in-Charges. | 1,890.69 | Per Cum | 470 ₹8.9 L | 429 ₹8.1 L | 425 ₹8.0 L | 210 ₹4.0 L | 399.99 ₹7.6 L | 430 ₹8.1 L |
| 2.00 | Providing and laying cement concrete 1:3:6 ( One cement : three sand: six graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charges. | 3.77 | Per Cum | 12,000 ₹45,240 | 11,995 ₹45,221.15 | 7,900 ₹29,783 | 6,500 ₹24,505 | 11,982.02 ₹45,172.22 | 12,100 ₹45,617 |
| 3.00 | Providing and laying cement concrete 1 : 1. 5 : 3 ( One cement : one & half sand: three graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-Foundation ,footing bases of column and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charges. | 2.55 | Per Cum | 12,500 ₹31,875 | 12,995 ₹33,137.25 | 11,000 ₹28,050 | 11,000 ₹28,050 | 12,982.02 ₹33,104.15 | 13,536 ₹34,516.80 |
| 4.00 | In walls ( any thickness but not less than 0.10 metre thickness) attached pillasters, buttresses plinth and string cources etc. from top of foundationlevel up to floor two level within all leads and lifts as per the direction of Engineer-in-Charges. | 10.4 | Per Cum | 13,000 ₹1.4 L | 12,995 ₹1.4 L | 10,500 ₹1.1 L | 12,000 ₹1.2 L | 13,982.02 ₹1.5 L | 13,556 ₹1.4 L |
| 5.00 | suspended floor,roofs,landing and shelves and their support Balconies,Beams,girders,bressumers and contilevers upto floor two level as per the direction and entire satisfaction of Engineer-in-Charge. | 2.6 | Per Cum | 13,500 ₹35,100 | 12,995 ₹33,787 | 10,500 ₹27,300 | 15,000 ₹39,000 | 14,278.98 ₹37,125.35 | 13,650 ₹35,490 |
| 6.00 | Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre so as to give fair finish including centering, shuttering and propping etc. with wooden battens and ballies, height of propping and centring below floor to ceiling not exceeding four metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:-Flat surface such as soffits of suspended floors, roofs, landing and the like floor etc. up to 200 milimetres in thickness including all leads and lifts as per the direction of Engineer -in- Charge. | 13 | Per Sqm | 400 ₹5,200 | 550 ₹7,150 | 400 ₹5,200 | 175 ₹2,275 | 242.12 ₹3,147.56 | 640 ₹8,320 |
| 7.00 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge. | 119.6 | Per Sqm | 380 ₹45,448 | 450 ₹53,820 | 345 ₹41,262 | 200 ₹23,920 | 299.02 ₹35,762.79 | 430 ₹51,428 |
| 8.00 | Providing mild / tor steel reinforcement for reinforced concrete work including bending, binding and placing in position complete up to floor two level including within all leads and lifts as per direction of Engineer -in- Charge. | 780 | Per kg | 90 ₹70,200 | 89 ₹69,420 | 83 ₹64,740 | 95 ₹74,100 | 80.98 ₹63,164.40 | 97 ₹75,660 |
| 9.00 | Laying and jointing testing in trenches galvanised mild steel tubes or of approved make by JSV (HP) (list attached) screwed and socketed. ISI marked conforming to IS: 1239( latest with upto date ammendments) including tube fittings such as bends, tees, air valves, unions and collars etc as per direction and to the entire satisfaction of the engineer in charge (earth work in trenches to be measured and paid for separately). 32 mm dia nominal bore (LG) | 2,890 | Per Rmt. | 35 ₹1.0 L | 38 ₹1.1 L | 29 ₹83,810 | 80 ₹2.3 L | 36.41 ₹1.1 L | 36.5 ₹1.1 L |
| 10.00 | 25 mm dia nominal bore (LG) | 6,460 | Per Rmt. | 30 ₹1.9 L | 36 ₹2.3 L | 26 ₹1.7 L | 60 ₹3.9 L | 31.32 ₹2.0 L | 34 ₹2.2 L |
Tender Value
₹22.8 L
EMD Value
₹45,515
Closing Date
27 Dec 2025, 5:00 pmClosed
Executive Engineer JS Division Salooni
Executive Engineer JS Division Salooni
Improvement of Distribution system of various WSS under census Village Jaladi,Langera, Rajni and Sanghani in GP Bhandal Sanuh Tehsil Salooni Distt. Chamba HP CO RCC intake 13 nos. and Excavation, Laying jointing testing of Gi Pipes of various dia
2025_HPIPH_123877_1
EE-JSD-GA-Tender 9613-9695 dt 18-12-2025
Open Tender
Civil Works
EE JSD Division Salooni
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
₹45,515
23 Jan 2026
19 Dec 2025
29 Dec 2025
19 Dec 2025
27 Dec 2025
19 Dec 2025
Excavation in foundation trenches etc. in earth work in all kind of soil such as pick work,jumper work, blasting work in hard & soft rock and chiesaling work including slushy soil & under flooring water up to all excavated soil up to any lead & lifts from the edge of excavation and then depth and stacking the returning the stacked soil in 15 CM ( fifteen centimetres) layer's when required in to plinth sides of foundation etc. Consolidation each diposited layer by ramming & watering & then disposing of all surplus excavated earth as directed with in all lead of 20 meters in Chiselling /wedging out of rock complete in all respect in trench weir, sump well, anchor blocks, presedimentation tank steel bridge, check dam, site development works etc.within all leads and lifts as per the direction of Engineer-in-Charges.
Providing and laying cement concrete 1:3:6 ( One cement : three sand: six graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charges.
Providing and laying cement concrete 1 : 1. 5 : 3 ( One cement : one & half sand: three graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-Foundation ,footing bases of column and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charges.
In walls ( any thickness but not less than 0.10 metre thickness) attached pillasters, buttresses plinth and string cources etc. from top of foundationlevel up to floor two level within all leads and lifts as per the direction of Engineer-in-Charges.
suspended floor,roofs,landing and shelves and their support Balconies,Beams,girders,bressumers and contilevers upto floor two level as per the direction and entire satisfaction of Engineer-in-Charge.
Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre so as to give fair finish including centering, shuttering and propping etc. with wooden battens and ballies, height of propping and centring below floor to ceiling not exceeding four metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:-Flat surface such as soffits of suspended floors, roofs, landing and the like floor etc. up to 200 milimetres in thickness including all leads and lifts as per the direction of Engineer -in- Charge.
Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge.
Providing mild / tor steel reinforcement for reinforced concrete work including bending, binding and placing in position complete up to floor two level including within all leads and lifts as per direction of Engineer -in- Charge.
Laying and jointing testing in trenches galvanised mild steel tubes or of approved make by JSV (HP) (list attached) screwed and socketed. ISI marked conforming to IS: 1239( latest with upto date ammendments) including tube fittings such as bends, tees, air valves, unions and collars etc as per direction and to the entire satisfaction of the engineer in charge (earth work in trenches to be measured and paid for separately). 32 mm dia nominal bore (LG)
25 mm dia nominal bore (LG)
20 mm dia nominal bore (LG)
Providing and fixing locking arrangementwith M.S. angle iron frame 50x50x5mm i/c welding complete in all respect within all leads and lifts as peer the direction of Engineer-in-charge. (@ 20kg/each)13 Nos.
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