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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.7 LAccepted-AOC | ₹1.7 L Quoted ₹2.4 L | 1 | Accepted-AOC L1 |
| 2 | 2₹2.5 LRejected-Finance | ₹2.5 L | 2 | Rejected-Finance L2 |
| 3 | 3₹2.5 LRejected-Finance | ₹2.5 L | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Lehnu Ram L3 | vishal thakur govt contractor L2 | Sh. Ashok Kumar Prop. M/S A.K. Guleria Construction L1 |
|---|---|---|---|---|---|---|
| 1.00Excavation 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 | ||||||
| 1.01 | Pick work | 85.6 | Cum | 380 ₹32,528 | 400 ₹34,240 | 370 ₹31,672 |
| 1.02 | Pick jumper work | 127.7 | Cum | 410 ₹52,357 | 425 ₹54,272.50 | 400 ₹51,080 |
| 2.00Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately). | ||||||
| 2.01 | 80mm dia (M) from Node A-B,RD 540 to 655, 1340 to1435, 3730 to 3850,5510 to 5620 & 7420 to7500). | 520 | Rmt | 74 ₹38,480 | 78 ₹40,560 | 75 ₹39,000 |
| 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 | 80mm dia (M) from Node A-B,RD 540 to 653, 1340 to1433, 3730 to 3848,5510 to 5618 & 7420 to 7498). | 510 | Rmt | 74 ₹37,740 | 78 ₹39,780 | 75 ₹38,250 |
| 4.00Providing 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. | ||||||
| 4.01 | 80mmdia from Node A-B RD 540 to 653, 1340 to 1433 to 3730to 3848, 5510 to 5618 & 7420 to 7498) | 85 | P/Joint | 1,050 ₹89,250 | 948 ₹80,580 | 950 ₹80,750 |
Tender Value
₹1.7 L
EMD Value
₹3,500
Closing Date
15 Dec 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS Dalli in Tehsil Sadar District Bilaspur (SH Repair of rising main 80mm dia from pump house to storage tank at Rohin at various locations at various RDs).
2025_HPIPH_122512_6
BLP-BLP-0736-NIT No. 10889-10988 Dated 02/12/2025
Open Tender
Civil Works
60 days
Sub Division Kandrour Section Kandrour
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹3,500
1 Apr 2026
4 Dec 2025
15 Dec 2025
4 Dec 2025
15 Dec 2025
4 Dec 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
Pick work
Pick jumper work
Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately).
80mm dia (M) from Node A-B,RD 540 to 655, 1340 to1435, 3730 to 3850,5510 to 5620 & 7420 to7500).
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).
80mm dia (M) from Node A-B,RD 540 to 653, 1340 to1433, 3730 to 3848,5510 to 5618 & 7420 to 7498).
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.
80mmdia from Node A-B RD 540 to 653, 1340 to 1433 to 3730to 3848, 5510 to 5618 & 7420 to 7498)
vishal thakur govt contractor (BID ID -592358)
Lehnu Ram (BID ID -592271)
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