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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.2 LAccepted-Finance | ₹3.2 L | 1 | Accepted-Finance L1 |
| 2 | 2₹3.3 L+₹13,335.75 (4.22%)Rejected-Finance | ₹3.3 L+₹13,335.75 (4.22%) | 2 | Rejected-Finance L2 |
| 3 | 3₹3.4 L+₹24,756.50 (7.83%)Rejected-Finance | ₹3.4 L+₹24,756.50 (7.83%) | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | M/S Ritesh Gupta L3 | Jitender Singh L2 | Sh.Rajesh Mahajan L1 |
|---|---|---|---|---|---|---|
| 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 | 305.03 | Cum | 450 ₹1,37,263.5 | 425 ₹1,29,637.75 | 400 ₹1,22,012 Lowest |
| 2.00Dismentalled of old GMS pipe from trenches at various locations (earth work in trenches to be measured and paid for separately) incuding cutting of joints etc. | ||||||
| 2.01 | GI pipe 25mm dia from RD 270 to 330,440 to 500) | 120 | Rmt | 38 ₹4,560 | 36 ₹4,320 | 35 ₹4,200 Lowest |
| 2.02 | GI pipe 32mm dia from RD 430 to 510, 710 to 790) | 160 | Rmt | 40 ₹6,400 | 39 ₹6,240 | 38 ₹6,080 Lowest |
| 2.03 | GI pipe 40mm dia from RD 310 to 430, 530 to 100) | 220 | Rmt | 48 ₹10,560 | 46 ₹10,120 | 45 ₹9,900 Lowest |
| 2.04 | Gravity main 50mm dia from RD 520 to 630, 710 to 810 | 210 | Rmt | 55 ₹11,550 | 51 ₹10,710 | 50 ₹10,500 Lowest |
| 2.05 | Gravity main 65mm dia from RD 380 to 500, 680 to 800 | 240 | Rmt | 75 ₹18,000 | 71 ₹17,040 | 70 ₹16,800 Lowest |
| 3.00Re-laying, Jointing and testing galvanized mild steel tube at various locations in trenches of following dia. including tube fittings 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 | GI pipe 25mm dia from RD 270 to 330,440 to 500) | 120 | Rmt | 38 ₹4,560 | 36 ₹4,320 | 35 ₹4,200 Lowest |
| 3.02 | GI pipe 32mm dia from RD 430 to 510, 710 to 790) | 160 | Rmt | 40 ₹6,400 | 39 ₹6,240 | 38 ₹6,080 Lowest |
Tender Value
₹2.9 L
EMD Value
₹5,865
Closing Date
7 Jul 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS Manner Kanjotta in Tehsil Sadar District Bilaspur (SH Repair of gravity main and distribution line of various dia and repair of rising main 125mm dia with butt welding at various locations).
2026_HPIPH_137590_1
BLP-BLP-0736-NIT No. 4397-4496 Dated 25/06/2026
Open Tender
Civil Works
Item Rate
60 days
Sub Division Bilaspur Section Panjgain
Please refer Tender documents.
4 documents required · 4 mandatory
₹350
Yes
₹5,865
Yes
18 Jul 2026
29 Jun 2026
7 Jul 2026
29 Jun 2026
7 Jul 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 305.03 | Cum | - | - |
| 2Dismentalled of old GMS pipe from trenches at various locations (earth work in trenches to be measured and paid for separately) incuding cutting of joints etc. | |||||
| 2.01 | GI pipe 25mm dia from RD 270 to 330,440 to 500) | 120 | Rmt | - | - |
| 2.02 | GI pipe 32mm dia from RD 430 to 510, 710 to 790) | 160 | Rmt | - | - |
| 2.03 | GI pipe 40mm dia from RD 310 to 430, 530 to 100) | 220 | Rmt | - | - |
| 2.04 | Gravity main 50mm dia from RD 520 to 630, 710 to 810 | 210 | Rmt | - | - |
| 2.05 | Gravity main 65mm dia from RD 380 to 500, 680 to 800 | 240 | Rmt | - | - |
| 3Re-laying, Jointing and testing galvanized mild steel tube at various locations in trenches of following dia. including tube fittings 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 | GI pipe 25mm dia from RD 270 to 330,440 to 500) | 120 | Rmt | - | - |
| 3.02 | GI pipe 32mm dia from RD 430 to 510, 710 to 790) | 160 | Rmt | - | - |
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