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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.0 LAccepted-AOC | ₹1.0 L Quoted ₹1.5 L | 1 | Accepted-AOC L1 |
| 2 | 2₹1.5 LRejected-Finance VILL P O MANSIMBAL TEHSIL PALAMPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹1.5 L | 2 | Rejected-Finance L2 |
| 3 | 3₹1.5 LRejected-Finance | ₹1.5 L | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | vishal thakur govt contractor L3 | Sh. Ashok Kumar Prop. M/S A.K. Guleria Construction L1 | Sanjay Saini L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. ( for pipe and pits) up to all depths and in all kinds of soils such as pick work, pick jumper work, saturated soil including bailing or pumping out of water, blasting in soft/ hard rock, chiseling/wedging out of rock where blasting is prohibited, in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring, strutting, planking timbering and dewatering wherever required, stacking usable and unusable materials/ soils separately and after laying, jointing and testing of pipes, returning the usable soils in 15 cm layers by ramming and watering and then disposing of all surplus excavated soil / unusable materials as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of the Engineer-in-charge | 103 | Cum | 425 ₹43,775 | 400 ₹41,200 | 410 ₹42,230 |
| 2.00Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately). | ||||||
| 2.01 | 65mm dia (L.C) from Node B-C,D-E. | 270 | Rmt | 80 ₹21,600 | 70 ₹18,900 | 72 ₹19,440 |
| 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 | 65mm dia (L.C) from Node B-C,D-E. | 255 | Rmt | 85 ₹21,675 | 75 ₹19,125 | 74 ₹18,870 |
| 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 (L.C) from Node B-C,D-E | 180 | Rmt | 50 ₹9,000 | 52 ₹9,360 | 55 ₹9,900 |
| 5.00Providing circumferential butt welded joints by electrical arc welding to the varIous dia GI pipe as per conforming to IS: 3183-2007 (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. | ||||||
| 5.01 | 32mm dia (Village Talwar/ Kungarhatti) | 15 | P/Joint | 400 ₹6,000 | 390 ₹5,850 | 395 ₹5,925 |
| 5.02 | 40mm dia (village Tihari and Tared) | 13 | P/Joint | 380 ₹4,940 | 375 ₹4,875 | 374 ₹4,862 |
Tender Value
₹1.1 L
EMD Value
₹2,260
Closing Date
27 Nov 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS Dalli in Tehsil Sadar District Bilaspur (SH Repair / replacement of gravity main and distribution lines of various dia at various locations at various RDs).
2025_HPIPH_120340_5
BLP-BLP-0736-NIT No. 10080-10180 Dated 12/11/2025
Open Tender
Civil Works
60 days
Sub Division Kandrour Section Kandrour
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹2,260
1 Apr 2026
14 Nov 2025
27 Nov 2025
14 Nov 2025
27 Nov 2025
14 Nov 2025
Amount
Excavation in foundation and trenches etc. ( for pipe and pits) up to all depths and in all kinds of soils such as pick work, pick jumper work, saturated soil including bailing or pumping out of water, blasting in soft/ hard rock, chiseling/wedging out of rock where blasting is prohibited, in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring, strutting, planking timbering and dewatering wherever required, stacking usable and unusable materials/ soils separately and after laying, jointing and testing of pipes, returning the usable soils in 15 cm layers by ramming and watering and then disposing of all surplus excavated soil / unusable materials as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of the Engineer-in-charge
Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately).
65mm dia (L.C) from Node B-C,D-E.
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).
65mm dia (L.C) from Node B-C,D-E.
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 (L.C) from Node B-C,D-E
Providing circumferential butt welded joints by electrical arc welding to the varIous dia GI pipe as per conforming to IS: 3183-2007 (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.
32mm dia (Village Talwar/ Kungarhatti)
40mm dia (village Tihari and Tared)
50mmdia from Node B-C,D-E
65mm dia from Node B-C,D-E)
65mm dia (pump house to Bal Balwana tank)
Sanjay Saini (BID ID -583862)
vishal thakur govt contractor (BID ID -583874)
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