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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.1 LAccepted-Finance | ₹7.1 L | 1 | Accepted-Finance L1 |
| 2 | 2₹7.3 L+₹23,336.20 (3.29%)Rejected-Finance R O BRAGTA BHAWAN CHOTTA SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹7.3 L+₹23,336.20 (3.29%) | 2 | Rejected-Finance L2 |
| 3 | 2₹7.6 L+₹48,622.40 (6.86%)Rejected-Finance | ₹7.6 L+₹48,622.40 (6.86%) | 2 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Sh.Ram Lal L3 | Sh. Ashok Kumar Prop. M/S A.K. Guleria Construction L1 | Deep Ram L2 |
|---|---|---|---|---|---|---|
| 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 jumper work | 460.62 | Cum | 470 ₹2,16,491.4 | 450 ₹2,07,279 Lowest | 460 ₹2,11,885.2 |
| 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 | G/main 50mm dia from Node 17-18 | 140 | Rmt | 65 ₹9,100 | 55 ₹7,700 Lowest | 60 ₹8,400 |
| 2.02 | G/main 65mm dia from Node 13-14,15-16. | 270 | Rmt | 75 ₹20,250 | 65 ₹17,550 Lowest | 70 ₹18,900 |
| 2.03 | G/main 80mm dia from Node 4-5,7-8,9-10,20-21,22-23,24-25,27-28 | 760 | Rmt | 80 ₹60,800 | 70 ₹53,200 Lowest | 75 ₹57,000 |
| 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 | 50mm dia from Node 17-18 | 140 | Rmt | 65 ₹9,100 | 55 ₹7,700 Lowest | 60 ₹8,400 |
| 3.02 | 65mm dia from Node 13-14,15-16. | 270 | Rmt | 75 ₹20,250 | 65 ₹17,550 Lowest | 70 ₹18,900 |
| 3.03 | G/main 80mm dia from Node 4-5,7-8,9-10,20-21,22-23,24-25,27-28 | 760 | Rmt | 80 ₹60,800 | 70 ₹53,200 Lowest | 75 ₹57,000 |
Tender Value
₹5.4 L
EMD Value
₹10,715
Closing Date
17 Aug 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS Berri Rajadian in Tehsil Sadar District Bilaspur (SH Repair of rising main gravity main and distribution pipe line of various diameter from different storage tank at various locations and different RDs).
2026_HPIPH_140603_4
BLP-BLP-0736-NIT No.7216-7317 Dated 04/08/2026
Open Tender
Civil Works
Item Rate
60 days
Sub Division Bilaspur Section Panjgain
Please refer Tender documents.
4 documents required · 4 mandatory
₹350
₹10,715
30 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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 jumper work | 460.62 | Cum | 108 | ₹49,746.96 |
| 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 | G/main 50mm dia from Node 17-18 | 140 | Rmt | 108 | ₹15,120 |
| 2.02 | G/main 65mm dia from Node 13-14,15-16. | 270 | Rmt | 108 | ₹29,160 |
| 2.03 | G/main 80mm dia from Node 4-5,7-8,9-10,20-21,22-23,24-25,27-28 | 760 | Rmt | 108 | ₹82,080 |
| 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 | 50mm dia from Node 17-18 | 140 | Rmt | 108 | ₹15,120 |
| 3.02 | 65mm dia from Node 13-14,15-16. | 270 | Rmt | 108 | ₹29,160 |
| 3.03 | G/main 80mm dia from Node 4-5,7-8,9-10,20-21,22-23,24-25,27-28 | 760 | Rmt | 108 | ₹82,080 |
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