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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H4₹1.1 L−₹15,678.82 (12.1%)Accepted-AOC VILLAGE GUHAR MAJHWAR P O UPPER BHAMBLA TEHSIL BALDWARA DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | ₹1.1 L−₹15,678.82 (12.1%) | H4 | Accepted-AOC Lowest One |
| 2 | H1₹1.3 LRejected-AOC | ₹1.3 L | H1 | Rejected-AOC Not Lowest One |
| 3 | H2₹1.2 L−₹14,693.87 (11.3%)Rejected-AOC BELOW SLAUGHTER HOUSE KRISHNA NAGER SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹1.2 L−₹14,693.87 (11.3%) | H2 | Rejected-AOC Not Lowest One |
| 4 | H3₹1.2 L−₹14,890.92 (11.5%)Rejected-AOC | ₹1.2 L−₹14,890.92 (11.5%) | H3 | Rejected-AOC Not Lowest One |
| Sl No | Description | Qty | Unit | Jai Singh Contractor and Suppliers H4 | Reena Kumari H3 | Adarsh Thakur H1 | Sunil kumar H2 |
|---|---|---|---|---|---|---|---|
| 1.00Extraction of exsiting filter media | |||||||
| 1.01 | Top Layer ( Fine Sand 0.02 mm to 0.04 mm and uniformity co-efficient 2.0 to 3.00 | 5.31 | cum | 300 ₹1,593 Lowest | 320 ₹1,699.2 | 300 ₹1,593 Lowest | 310 ₹1,646.1 |
| 2.00Providing and placing in Horizontal layers filtering media duly graded screed washed and cleaned as specified by the Engineer- in- charge. | |||||||
| 2.01 | Top Layer ( Fine Sand 0.02 mm to 0.04 mm and uniformity co-efficient 2.0 to 3.00 | 13.28 | cum | 4,320 ₹57,369.6 Lowest | 4,340 ₹57,635.2 | 5,050 ₹67,064 | 4,500 ₹59,760 |
| 3.00 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work jumper work, blasting work in soft/hard rock, chiselling in soft/hard rock including wedging out upto all lift, stacking the excavated soil upto all lead clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfaction of Engineer-in-Charge upto all lead and lifts. | 2.17 | cum | 300 ₹651 Lowest | 320 ₹694.4 | 700 ₹1,519 | 835 ₹1,811.95 |
| 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 upto all height 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. | 14.32 | Sqm | 250 ₹3,580 Lowest | 260 ₹3,723.2 | 431 ₹6,171.92 | 425 ₹6,086 |
| 5.00 | Providing and laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40mm nominal size and curing complete excluding cost of form work in retaining wall all lead & lift as per direction and to the entire satisfaction of Engineer-in-Charge. | 7.65 | cum | 6,670 ₹51,025.5 | 6,700 ₹51,255 | 7,000 ₹53,550 | 6,000 ₹45,900 Lowest |
Tender Value
Refer Docs
EMD Value
₹2,798
Closing Date
23 Mar 2026, 5:00 pmClosed
Executive Engineer JS Division Sarkaghat
Executive Engineer JS Division Sarkaghat
Prov and placing in horizontal layer of filter media 2 Nos unit and Retaining Wall to Protect the Main Channel at WSS BadahinSDF 2020 1137
2026_HPIPH_131502_1
10189-10238 dt. 13.03.2026
Open Tender
Civil Works
Item Rate
90 days
Baldwara
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer JS Division Sarkaghat
₹2,798
28 Jul 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Extraction of exsiting filter media | |||||
| 1.01 | Top Layer ( Fine Sand 0.02 mm to 0.04 mm and uniformity co-efficient 2.0 to 3.00 | 5.31 | cum | - | - |
| 2Providing and placing in Horizontal layers filtering media duly graded screed washed and cleaned as specified by the Engineer- in- charge. | |||||
| 2.01 | Top Layer ( Fine Sand 0.02 mm to 0.04 mm and uniformity co-efficient 2.0 to 3.00 | 13.28 | cum | - | - |
| 3 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work jumper work, blasting work in soft/hard rock, chiselling in soft/hard rock including wedging out upto all lift, stacking the excavated soil upto all lead clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfaction of Engineer-in-Charge upto all lead and lifts. | 2.17 | 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 upto all height 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. | 14.32 | Sqm | - | - |
| 5 | Providing and laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40mm nominal size and curing complete excluding cost of form work in retaining wall all lead & lift as per direction and to the entire satisfaction of Engineer-in-Charge. | 7.65 | cum | - | - |
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