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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.5 LAccepted-Finance | ₹4.5 L | 1 | Accepted-Finance L1 |
| 2 | 2₹4.6 L+₹14,210.65 (3.19%)Rejected-Finance VILL LANGWAN PO LAMBLOO TESHIL DISTT HAMIRPUR 177029 | HAMIRPUR | HIMACHAL PRADESH | 177029 | ₹4.6 L+₹14,210.65 (3.19%) | 2 | Rejected-Finance L2 |
| 3 | 3₹4.6 L+₹15,756.78 (3.54%)Rejected-Finance | ₹4.6 L+₹15,756.78 (3.54%) | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Sh. Ashok Kumar Prop. M/S A.K. Guleria Construction L3 | Jitender Singh L2 | Madan Lal 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 | 223.62 | Cum | 410 ₹91,684.2 | 425 ₹95,038.5 | 395 ₹88,329.9 Lowest |
| 1.02 | Pick jumper work | 302.81 | Cum | 398 ₹1,20,518.38 | 395 ₹1,19,609.95 | 390 ₹1,18,095.9 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 | Rising main 125mm from Node B-C, D-E) | 320 | Rmt | 126 ₹40,320 | 125 ₹40,000 | 120 ₹38,400 Lowest |
| 2.02 | 80mmk dia from Node G-H,I-J | 366 | Rmt | 89 ₹32,574 | 90 ₹32,940 | 85 ₹31,110 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 | Rising main 125mm from Node B-C, D-E) | 314 | Rmt | 108 ₹33,912 | 110 ₹34,540 | 105 ₹32,970 Lowest |
| 3.02 | 80mmk dia from Node G-H,I-J | 362 | Rmt | 80 ₹28,960 | 70 ₹25,340 | 68 ₹24,616 Lowest |
| 4.00Providing circumferential butt welded joints by electrical arc welding to the varIous dia GMS 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. | ||||||
Tender Value
₹4.1 L
EMD Value
₹8,210
Closing Date
18 Jul 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 125mm dia and gravity main 80mm dia at various locations).
2026_HPIPH_138510_3
BLP-BLP-0736-NIT No. 5226-5325 Dated 08/07/2026
Open Tender
Civil Works
Item Rate
60 days
Sub Division Bilaspur Section Panjgain
Please refer Tender documents.
4 documents required · 4 mandatory
₹350
Yes
₹8,210
Yes
12 Aug 2026
9 Jul 2026
18 Jul 2026
9 Jul 2026
18 Jul 2026
9 Jul 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 work | 223.62 | Cum | - | - |
| 1.02 | Pick jumper work | 302.81 | 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 | Rising main 125mm from Node B-C, D-E) | 320 | Rmt | - | - |
| 2.02 | 80mmk dia from Node G-H,I-J | 366 | 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 | Rising main 125mm from Node B-C, D-E) | 314 | Rmt | - | - |
| 3.02 | 80mmk dia from Node G-H,I-J | 362 | Rmt | - | - |
| 4Providing circumferential butt welded joints by electrical arc welding to the varIous dia GMS 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. | |||||
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