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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 LAccepted-Finance | ₹1.2 L | 1 | Accepted-Finance L1 |
| 2 | 2₹1.3 LRejected-Finance R O BRAGTA BHAWAN CHOTTA SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹1.3 L | 2 | Rejected-Finance L2 |
| 3 | 3₹1.4 LRejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | ₹1.4 L | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Pawan Kumar L3 | Sh. Ashok Kumar Prop. M/S A.K. Guleria Construction L1 | Deep Ram L2 |
|---|---|---|---|---|---|---|
| 1.00Excavation in foundation, trenches etc. in earthwork in all kind of soil such as pick work, jumper work , blasting hard or soft soil , lift up to 1.50 mtr. Stacking the excavated soil not more than 3 mtr. Clear from the edge of the excavation and then returning the stacked soil in 15 cm layers, when required in to plinth side of foundation etc. consolidating each deposited layer by ramming watering and then disposing of all surplus excavated earth as directed with in a lead of 20 mtrs and as per entire satisfaction of Engineer - In- Charge. | ||||||
| 1.01 | Pick work | 197.55 | Cum | 400 ₹79,020 | 350 ₹69,142.50 | 380 ₹75,069 |
| 2.00Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately). | ||||||
| 2.01 | 32mm dia from Node E-F,G-H | 194 | Rmt | 40 ₹7,760 | 35 ₹6,790 | 38 ₹7,372 |
| 2.02 | 50mm dia from Node I-J,K-L | 180 | Rmt | 50 ₹9,000 | 45 ₹8,100 | 48 ₹8,640 |
| 3.00Re-laying, Jointing and testing galvanized mild steel tube in trenches of following dia. including tube fittings such as bends, tees, reducers, unions etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately). | ||||||
| 3.01 | 32mm dia from Node E-F,G-H | 185 | Rmt | 45 ₹8,325 | 34 ₹6,290 | 38 ₹7,030 |
| 3.02 | 50mm dia from Node I-J,K-L | 175 | Rmt | 50 ₹8,750 | 43 ₹7,525 | 48 ₹8,400 |
| 4.00Laying, Jointing and testing galvanized mild steel tube in trenches of following dia. including tube fittings such as bends, tees, reducers, unions etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately). | ||||||
| 4.01 | 50mm dia from node A-B,C-D | 6 | Rmt | 70 ₹420 | 62 ₹372 | 68 ₹408 |
Tender Value
₹1.0 L
EMD Value
₹2,075
Closing Date
23 Jan 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS Salnoo in Tehsil Sadar District Bilaspur (SH Repair of rising main and distribution system at various location at various RDs for village Salnoo and Dehar) (Under PDNA).
2026_HPIPH_125645_6
BLP-BLP-0736-NIT No. 11481-11580 Dated 12/01/2026
Open Tender
Civil Works
60 days
Sub Division Kandrour Section Salnoo
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹2,075
5 Feb 2026
14 Jan 2026
23 Jan 2026
14 Jan 2026
23 Jan 2026
14 Jan 2026
Excavation in foundation, trenches etc. in earthwork in all kind of soil such as pick work, jumper work , blasting hard or soft soil , lift up to 1.50 mtr. Stacking the excavated soil not more than 3 mtr. Clear from the edge of the excavation and then returning the stacked soil in 15 cm layers, when required in to plinth side of foundation etc. consolidating each deposited layer by ramming watering and then disposing of all surplus excavated earth as directed with in a lead of 20 mtrs and as per entire satisfaction of Engineer - In- Charge.
Pick work
Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately).
32mm dia from Node E-F,G-H
50mm dia from Node I-J,K-L
Re-laying, Jointing and testing galvanized mild steel tube in trenches of following dia. including tube fittings such as bends, tees, reducers, unions etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).
32mm dia from Node E-F,G-H
50mm dia from Node I-J,K-L
Laying, Jointing and testing galvanized mild steel tube in trenches of following dia. including tube fittings such as bends, tees, reducers, unions etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).
50mm dia from node A-B,C-D
Providing circumferential butt welded joints by electrical arc welding to the varIous dia GI pipe as per conforming to IS: 1239 (latest upto date amendements of grade and wall thickness as specified below welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications by using welding electrodes of 2.5mm to 6.3mm of Advani Orelon (Adore)-CITOJET/ESAB make, conforming to IS: 814-1991 at site of work complete in all respect, including manual/ mechanical handling of pipe in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
50mm dia from Node A-B,C-D,I-J,K-L
Providing and fixing wheel valve 32mm dia of superior quality in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
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