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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.2 LAccepted-Finance | ₹2.2 L | 1 | Accepted-Finance L1 |
| 2 | 2₹2.3 L+₹7,827.60 (3.50%)Rejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | ₹2.3 L+₹7,827.60 (3.50%) | 2 | Rejected-Finance L2 |
| 3 | 3₹2.4 L+₹12,289.40 (5.50%)Rejected-Finance R O BRAGTA BHAWAN CHOTTA SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹2.4 L+₹12,289.40 (5.50%) | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Pawan Kumar L2 | Deep Ram L3 | 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 | 188.06 | Cum | 360 ₹67,701.6 | 390 ₹73,343.4 | 350 ₹65,821 Lowest |
| 2.00Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately). | ||||||
| 2.01 | 65mm dia from Node F to G | 85 | Rmt | 40 ₹3,400 | 36 ₹3,060 | 35 ₹2,975 Lowest |
| 2.02 | 80mm dia fromNode D to E | 90 | Rmt | 50 ₹4,500 | 46 ₹4,140 | 45 ₹4,050 Lowest |
| 2.03 | 100mm dia from node B to C | 85 | Rmt | 65 ₹5,525 | 62 ₹5,270 | 60 ₹5,100 Lowest |
| 2.04 | 100mm dia from Node H to I, J to K | 90 | Rmt | 65 ₹5,850 | 62 ₹5,580 | 60 ₹5,400 Lowest |
| 2.05 | 125mm dia from Node L to M,N to O | 105 | Rmt | 70 ₹7,350 | 67 ₹7,035 | 65 ₹6,825 Lowest |
| 2.06 | 150mm dia 1st and 2nd stage from Node P to Q, R to S | 160 | Rmt | 95 ₹15,200 | 92 ₹14,720 | 90 ₹14,400 Lowest |
| 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). | ||||||
Tender Value
₹1.8 L
EMD Value
₹3,670
Closing Date
2 Feb 2026, 11:00 amClosed
Exeutive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS / WSS under Sadar Ghumarwin and Jhandutta block in Tehsil Sadar from Kol dam Reservoir (SH Repair of rising main and gravity main lines of various dia from different storage tank at various location at various RD
2026_HPIPH_126415_5
BLP-BLP-0736-NIT No. 11825-11924 Dated 20/01/2026
Open Tender
Civil Works
Item Rate
60 days
Sub Division Kandrour Section Salnoo
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹3,670
11 Feb 2026
23 Jan 2026
2 Feb 2026
23 Jan 2026
2 Feb 2026
23 Jan 2026
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
Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately).
65mm dia from Node F to G
80mm dia fromNode D to E
100mm dia from node B to C
100mm dia from Node H to I, J to K
125mm dia from Node L to M,N to O
150mm dia 1st and 2nd stage from Node P to Q, R to S
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 from Node F to G
80mm dia fromNode D to E
100mm dia from node B to C
125mm dia from Node L to M,N to O
150mm dia 1st and 2nd stage from Node P to Q, R to S
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.
65mm dia from Node F to G
80mm dia fromNode D to E
100mm dia from node B to C
125mm dia from Node L to M,N to O
150mm dia 1st and 2nd stage from Node P to Q, R to S
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