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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹14.2 L+₹97,430.35 (7.36%)Admitted-Finance HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171002 | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SHYAM LAL L2 | PREM SINGH L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in work, lift upto 1.5 meters stacking the excavated Soil not more than 3 meters clear from the edge of excavation and then returning the stavked soil in 15 cm layers,when required into plinth, sides of foundation etc. consolidating each deposited layer by ramming waterring and then disposing of all surplus exavated earth as directed with in all leads and lifts in PW:JW(50:50) including carriage of all materials with in all leads and lifts. | 26.42 | Cum. | 325 ₹8,586.5 | 280 ₹7,397.6 Lowest |
| 2.00 | Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 water borne aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. | 1.85 | Cum. | 6,000 ₹11,100 Lowest | 6,500 ₹12,025 |
| 3.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to giv a fair finish including centring. shuttering. strutting and propping etc with wooden battens and ballies. height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu-reinforced concrete and plain concrete work in Flat surfaces such as soffits of suspended floors, roofs, landings and the like floor etc. upto 200mm in thickness including carriage of mterials within all leads and lifts complete in all respect. | |||||
| 3.01 | (i) Flat surfaces such as slab etc. | 47.8 | Sqm. | 325 ₹15,535 | 310 ₹14,818 Lowest |
| 3.02 | (ii) in Wall (any thickness but not less than 0.10 mts. Thickness) partition string courses and like. | 76.33 | Sqm. | 325 ₹24,807.25 | 320 ₹24,425.6 Lowest |
| 4.00Providing and laying cement concrete work 1:1.2( 1 cement :1 sand :2 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work i/c carriage of material within all lead and lifts in flat and walls. | |||||
| 4.01 | (i) Flat surfaces such as slab etc. | 2.83 | Cum | 8,000 ₹58,960 Lowest | 8,000 ₹58,960 Lowest |
| 4.02 | (ii) in Wall (any thickness but not less than 0.10 mts. Thickness) partition string courses and like. | 7.37 | Cum | 8,000 ₹58,960 Lowest | 8,200 ₹60,434 |
| 5.00 | Providing and laying Cement Concrete work 1:2:4 (1 cement:2 sand 4 water borne aggregate 20 mm nominal size & curing complete excluding the cost of form work and reinforcement for reinforce cement concrete work in suspended floor, roofs landing shelve and their supports balconies beams, girders bressumers and centilevers upto floor two level. | 1.78 | Cum | 7,000 ₹12,460 Lowest | 7,000 ₹12,460 Lowest |
| 6.00 | Providing Tor steel reinforcement for RCC work I/c bending ,binding and placing in position complete upto floor two level including carriage of materials within all leads and lifts | 1,369.58 | Kg | 85 ₹1,16,414.3 | 80 ₹1,09,566.4 Lowest |
Tender Value
₹14.5 L
EMD Value
₹28,968
Closing Date
17 Aug 2026, 11:00 amClosed
Excutive Engineer
Executive Engineer Jal Shakti Division Nalagarh District Solan HP
Restoration of rain damages to LWSS Jaggar Old in Tehsil Ramshehar District Solan HP
2026_HPIPH_140710_1
7612-72 dated 06-08-2026
Open Tender
Civil Works
Item Rate
30 days
Nalagarh
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹28,968
13 Oct 2026
6 Aug 2026
17 Aug 2026
6 Aug 2026
17 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation trenches etc. in work, lift upto 1.5 meters stacking the excavated Soil not more than 3 meters clear from the edge of excavation and then returning the stavked soil in 15 cm layers,when required into plinth, sides of foundation etc. consolidating each deposited layer by ramming waterring and then disposing of all surplus exavated earth as directed with in all leads and lifts in PW:JW(50:50) including carriage of all materials with in all leads and lifts. | 26.42 | Cum. | - | - |
| 2 | Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 water borne aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. | 1.85 | Cum. | - | - |
| 3Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to giv a fair finish including centring. shuttering. strutting and propping etc with wooden battens and ballies. height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu-reinforced concrete and plain concrete work in Flat surfaces such as soffits of suspended floors, roofs, landings and the like floor etc. upto 200mm in thickness including carriage of mterials within all leads and lifts complete in all respect. | |||||
| 3.01 | (i) Flat surfaces such as slab etc. | 47.8 | Sqm. | - | - |
| 3.02 | (ii) in Wall (any thickness but not less than 0.10 mts. Thickness) partition string courses and like. | 76.33 | Sqm. | - | - |
| 4Providing and laying cement concrete work 1:1.2( 1 cement :1 sand :2 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work i/c carriage of material within all lead and lifts in flat and walls. | |||||
| 4.01 | (i) Flat surfaces such as slab etc. | 2.83 | Cum | - | - |
| 4.02 | (ii) in Wall (any thickness but not less than 0.10 mts. Thickness) partition string courses and like. | 7.37 | Cum | - | - |
| 5 | Providing and laying Cement Concrete work 1:2:4 (1 cement:2 sand 4 water borne aggregate 20 mm nominal size & curing complete excluding the cost of form work and reinforcement for reinforce cement concrete work in suspended floor, roofs landing shelve and their supports balconies beams, girders bressumers and centilevers upto floor two level. | 1.78 | Cum | - | - |
| 6 | Providing Tor steel reinforcement for RCC work I/c bending ,binding and placing in position complete upto floor two level including carriage of materials within all leads and lifts | 1,369.58 | Kg | - | - |
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