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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹9.2 L+₹1.7 L (22.4%)Admitted-Finance HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171002 | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SURAT RAM D CLASS GOVT CONTRACTOR L1 | SHYAM LAL L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation & trenches etc. in in earth work lift up to 1.5 meter stacking the excavated soil not more than 3 meters clear from the edge of excavaton and then returning the stacked soil in 15cm layers when required into plinths, side of foundation etc. Consolidating each deposited layers by remming and watering and then disposing of all surplus excavated earth as direction within a lead of 20 mtr in pick work. | 34.52 | Cum | 300 ₹10,356 Lowest | 900 ₹31,068 |
| 2.00 | Providing and laying cement concrete 1:3:6(1cement:3approved sand: 6approved quarry stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. | 6.51 | Cum | 10,700 ₹69,657 | 4,500 ₹29,295 Lowest |
| 3.00Providing and laying Cement concrete work 1:1.5:3 (1 cement :1.5 sand :3 water borne aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- | |||||
| 3.01 | Foundation, footing, bases of columns and the like & mass concrete. | 6.84 | Cum | 12,000 ₹82,080 Lowest | 30,000 ₹2,05,200 |
| 3.02 | Wall (any thickness) butt not less than 0.10 mtrs. Thickness) attached pillasters, buttresses plinth and string courses etc. from top of found , level upto floor two level. | 14.31 | Cum | 12,000 ₹1,71,720 Lowest | 15,000 ₹2,14,650 |
| 4.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights 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, including all leads , lifts for insitu-reinforced concrete and plain concrete work in, i/c al leads ,lifts and carriage of material at site and as directed by the Engineer-in-Charge. | |||||
| 4.01 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like. | 118.91 | Sqmt. | 400 ₹47,564 | 340 ₹40,429.4 Lowest |
| 5.00Prov.form work of ordinary timber plankings so as to give a rough finish i/c centring,shuttering,strutting & propping etc. ht.of prop-ping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in :- | |||||
| 5.01 | Arches beyond 6.00 mts.span | 26.77 | Sqmt. | 2,841 ₹76,053.57 | 500 ₹13,385 Lowest |
| 6.00Providing and laying Cement concrete work 1:1.5:3 (1 cement :1.5 sand :3 water borne aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced for RCC work in:- | |||||
Tender Value
₹7.6 L
EMD Value
₹15,202
Closing Date
7 Oct 2026, 11:00 amClosed
Executive Engineer
Executive Engineer Jal Shakti Division Nalagarh District Solan HP
Restoration of Rain damages of LWSS Nand in Tehsil Ramshehar District Solan HP Sub Head Construction of RCC storage tank 70000 ltrs capacity in Village Lunas
2026_HPIPH_144561_1
10721-61 dated 28-09-2026
Open Tender
Civil Works
Item Rate
60 days
Ramshehar
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
₹15,202
8 Oct 2026
28 Sept 2026
7 Oct 2026
28 Sept 2026
7 Oct 2026
28 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation & trenches etc. in in earth work lift up to 1.5 meter stacking the excavated soil not more than 3 meters clear from the edge of excavaton and then returning the stacked soil in 15cm layers when required into plinths, side of foundation etc. Consolidating each deposited layers by remming and watering and then disposing of all surplus excavated earth as direction within a lead of 20 mtr in pick work. | 34.52 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:3:6(1cement:3approved sand: 6approved quarry stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. | 6.51 | Cum | - | - |
| 3Providing and laying Cement concrete work 1:1.5:3 (1 cement :1.5 sand :3 water borne aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- | |||||
| 3.01 | Foundation, footing, bases of columns and the like & mass concrete. | 6.84 | Cum | - | - |
| 3.02 | Wall (any thickness) butt not less than 0.10 mtrs. Thickness) attached pillasters, buttresses plinth and string courses etc. from top of found , level upto floor two level. | 14.31 | Cum | - | - |
| 4Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights 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, including all leads , lifts for insitu-reinforced concrete and plain concrete work in, i/c al leads ,lifts and carriage of material at site and as directed by the Engineer-in-Charge. | |||||
| 4.01 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like. | 118.91 | Sqmt. | - | - |
| 5Prov.form work of ordinary timber plankings so as to give a rough finish i/c centring,shuttering,strutting & propping etc. ht.of prop-ping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in :- | |||||
| 5.01 | Arches beyond 6.00 mts.span | 26.77 | Sqmt. | - | - |
| 6Providing and laying Cement concrete work 1:1.5:3 (1 cement :1.5 sand :3 water borne aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced for RCC work in:- | |||||
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