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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAdmitted-Finance | ₹2.4 L | L1 | Admitted-Finance |
| 2 | L2₹2.4 L+₹1,521.12 (0.65%)Admitted-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | ₹2.4 L+₹1,521.12 (0.65%) | L2 | Admitted-Finance |
| 3 | L3₹2.4 L+₹3,662.40 (1.55%)Admitted-Finance | ₹2.4 L+₹3,662.40 (1.55%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical BANSAL NIWAS RAM NAGAR SHIMLA 171004 HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171004 | - | - | Not Admitted-Fee/PreQual/Technical Others-bidder has submitted application requesting that his bid not be opened |
| Sl No | Description | Qty | Unit | Sanskar Thakur L1 | Rakesh Kumar L2 | Vinod Kumar Thakur L3 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavated earth upto a lead of 20 mtrs in Pick, jumper work as per direction and to the entire satisfaction of Engineer-in-Charge | 28.8 | Cum | 337 ₹9,705.6 Lowest | 350 ₹10,080 | 365 ₹10,512 |
| 2.00 | Excavation in foundation, trenches etc. in earth work, lift up to 1.50 meters stacking the excavated soil not more than 3 meter clear from the edge of excavation and the rreturning the stacked soil in 15 cm layer, when required into plinth sides of foundation etc. consolidating eache deposit layer by ramming and watering and disposing of all surplus excavated earth as directed with in a lead of 20 meters as per direction and to the entire satisfaction of Engineer-in-charge up to leads and lifts. | 72 | Sqmt | 590 ₹42,480 Lowest | 600 ₹43,200 | 615 ₹44,280 |
| 3.00 | Stone soling/boulder filling dry hand packed in under floor complete as per direction and to the entire satisfaction of Engineer-in-charge | 19 | cum | 2,430 ₹46,170 Lowest | 2,440 ₹46,360 | 2,455 ₹46,645 |
| 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 :- | ||||||
| 4.01 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge | 4.8 | sqmt | 430 ₹2,064 Lowest | 440 ₹2,112 | 455 ₹2,184 |
| 5.00Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded crushed stone agg. 20mm nominal size) and curing complete excluding cost of form work in:- | ||||||
| 5.01 | Foundatioon and plinth | 17 | cum | 7,320 ₹1,24,440 Lowest | 7,330 ₹1,24,610 | 7,345 ₹1,24,865 |
| 6.00 | Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge | 1.44 | cum | 7,565 ₹10,893.6 Lowest | 7,578 ₹10,912.32 | 7,590 ₹10,929.6 |
Tender Value
₹2.4 L
EMD Value
₹4,450
Closing Date
23 Jul 2026, 5:00 pmClosed
Executive Engineer
JS Division Dharampur Bharari
Deposit work (VKV 2024 2142) CO Path to the village Bharain and SC Basti village Sajao Piplu R.P wall Mokshdham Sajaopiplu.
2026_HPIPH_138966_1
5070-5119 Dated 14-07-2026
Open Tender
Civil Works
Item Rate
90 days
Dharampur
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
Executive Engineer
₹4,450
30 Jul 2026
14 Jul 2026
24 Jul 2026
14 Jul 2026
23 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting in earth work and disposal of excavated earth upto a lead of 20 mtrs in Pick, jumper work as per direction and to the entire satisfaction of Engineer-in-Charge | 28.8 | Cum | 100 | ₹2,880 |
| 2 | Excavation in foundation, trenches etc. in earth work, lift up to 1.50 meters stacking the excavated soil not more than 3 meter clear from the edge of excavation and the rreturning the stacked soil in 15 cm layer, when required into plinth sides of foundation etc. consolidating eache deposit layer by ramming and watering and disposing of all surplus excavated earth as directed with in a lead of 20 meters as per direction and to the entire satisfaction of Engineer-in-charge up to leads and lifts. | 72 | Sqmt | 100 | ₹7,200 |
| 3 | Stone soling/boulder filling dry hand packed in under floor complete as per direction and to the entire satisfaction of Engineer-in-charge | 19 | cum | 100 | ₹1,900 |
| 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 :- | |||||
| 4.01 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge | 4.8 | sqmt | 100 | ₹480 |
| 5Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded crushed stone agg. 20mm nominal size) and curing complete excluding cost of form work in:- | |||||
| 5.01 | Foundatioon and plinth | 17 | cum | 100 | ₹1,700 |
| 6 | Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge | 1.44 | cum | 100 | ₹144 |
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