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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹54.0 LAccepted-Finance | ₹54.0 L | 1 | Accepted-Finance L1 |
| 2 | 2₹55.3 L+₹1.3 L (2.42%)Rejected-Finance N A | PALWAL | HARYANA | 121004 | ₹55.3 L+₹1.3 L (2.42%) | 2 | Rejected-Finance L2 |
| 3 | 3₹57.0 L+₹3.0 L (5.53%)Rejected-Finance | ₹57.0 L+₹3.0 L (5.53%) | 3 | Rejected-Finance L3 |
| 4 | 4₹61.3 L+₹7.3 L (13.6%)Rejected-Finance | ₹61.3 L+₹7.3 L (13.6%) | 4 | Rejected-Finance L4 |
| 5 | 5₹63.9 L+₹9.9 L (18.4%)Rejected-Finance VPO TEHSIL JAWALI DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹63.9 L+₹9.9 L (18.4%) | 5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Keshwa Nand Sharma L2 | Mohit Kaushal L5 | Virender Singh Raghwa L3 | Sh. Ashok Kumar Prop. M/S A.K. Guleria Construction L7 | Deepak Kumar L6 | Metro Suppliers and Construction Company L4 | ARUN CHANDEL L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock, chiseling wedging out of rock where blasting in prohibited saturated soil including bailing / pumping out of water, stacking the excavated soil in all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required into sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts. | 4,243.96 | Cum | 295 ₹12,51,968.2 | 397 ₹16,84,852.12 | 265 ₹11,24,649.4 Lowest | 495 ₹21,00,760.2 | 490 ₹20,79,540.4 | 405 ₹17,18,803.8 | 299 ₹12,68,944.04 |
| 2.00Laying jointing and testing in trenches HDPE pipe of following diameter and classes as per IS: 4984-1995 grade PE-80 class PN-4.00 and jointing the pipes through push type compression joints by hydraulically operated machine complete with butt (heat) fusion welded joints with necessary fittings such as bends, tees, reducers etc. fabricated in accordance with IS: 8360 and IS: 8008 with latest amendements and shall be provided as per site conditions. The flanging of the pipes shall be made as and where required conforming to IS: code 8008 and 7634, stud ends shall be fussion welded on pipes & flanges shall be provided with slip on covered by epoxy coating / plastic powder. The flanges should be conform to ANSI B 16.5 with necessary nuts and bolts (Earth work in trenches to be measured and paid for separately) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | ||||||||||
| 2.01 | 110mm dia class PN-4.00 | 4,750 | Rmt | 55 ₹2,61,250 Lowest | 72 ₹3,42,000 | 79 ₹3,75,250 | 63 ₹2,99,250 | 63 ₹2,99,250 | 62 ₹2,94,500 | 60 ₹2,85,000 |
| 2.02 | 125mm dia class PN-4.00 | 600 | Rmt | 63 ₹37,800 Lowest | 81 ₹48,600 | 89 ₹53,400 | 65 ₹39,000 | 67 ₹40,200 | 66 ₹39,600 | 65 ₹39,000 |
| 2.03 | 160mm dia class PN-4.00 | 335 | Rmt | 70 ₹23,450 Lowest | 90 ₹30,150 | 125 ₹41,875 | 80 ₹26,800 | 79 ₹26,465 | 78 ₹26,130 | 75 ₹25,125 |
| 2.04 | 180mm dia class PN-4.00 | 155 | Rmt | 80 ₹12,400 Lowest | 100 ₹15,500 | 145 ₹22,475 | 90 ₹13,950 | 89 ₹13,795 | 88 ₹13,640 | 85 ₹13,175 |
| 3.00 | Laying joint and testing galvanised mild steel tube screwed and socketed in trenches of 100mm dia (Medium class) 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) | 3,175 | Rmt | 75 ₹2,38,125 Lowest | 130 ₹4,12,750 | 275 ₹8,73,125 | 90 ₹2,85,750 | 86 ₹2,73,050 | 85 ₹2,69,875 | 75 ₹2,38,125 Lowest |
| 4.00 | Laying jointing and testing in trenches GMS pipe plain ended pipe 150mm dia (M.C) conforming to IS: 1239-2001 (latest upto date amendements) of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in random length 4m-6m with plain ends and jonited with butt welded joints & MS flanges joints conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges as per IS: 816-1969 with electrodes as per IS: 814-1991 including required number and size of MS nuts and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00mm in thickness as per IS: 2712-1998. The welding of flanges to be done on both faces in two layers at inner face and one layer on outer face to make the joints leak proof and to entire satisfaction of the Engineer-in-charge. The laying of pipes conform to IS: 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respect including entire carriage of materials upto all leads and lifts. PIpe will be measured in straight length only (earth work in trenches, flanged joint, butt welded joints will be measured and paid for separately) | 3,080 | Rmt | 102 ₹3,14,160 | 100 ₹3,08,000 | 305 ₹9,39,400 | 105 ₹3,23,400 | 105 ₹3,23,400 | 102 ₹3,14,160 | 95 ₹2,92,600 Lowest |
| 5.00 | Providing, welding and fixing of MS flanges conforming to flange table-5 as per IS: 6392-1971 (latest with upto date amendements) with plain ended GI pipe (Medium class) in requisite number of layers on both faces to make the joint leak proof . The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts confirming to IS:1364. The thickness of gasket sheet not less than 3.00mm conforing to IS:2712-1965. The work shall be done as per entire satisfaction of the Enginer-in-charge in all leads and lifts.(150mm dia) | 26 | Each | 3,000 ₹78,000 | 2,500 ₹65,000 | 1,695 ₹44,070 Lowest | 3,200 ₹83,200 | 3,200 ₹83,200 | 3,000 ₹78,000 | 2,900 ₹75,400 |
| 6.00 | Providing circumferential butt welded joints by electrical arc welding 150mm dia dia GI pipe (M.C) conforming to IS: 1239-2001 (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/Oerlikon 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. | 488 | P/Joint | 1,100 ₹5,36,800 | 1,150 ₹5,61,200 | 255 ₹1,24,440 Lowest | 1,180 ₹5,75,840 | 1,165 ₹5,68,520 | 1,160 ₹5,66,080 | 1,100 ₹5,36,800 |
Tender Value
₹65.9 L
EMD Value
₹1.2 L
Closing Date
18 Jul 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Providing Lift Irrigation scheme to GP Malyawar, Bhatoli and Baloh from Satluj River Distt. Bilaspur (H.P.) (SH Laying jointing and testing of HDPE/ GI pipe and construction of outlets 48 Nos).
2026_HPIPH_138510_1
BLP-BLP-0736-NIT No. 5226-5325 Dated 08/07/2026
Open Tender
Civil Works
Item Rate
365 days
Sub Division Kandrour Section Harlog
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹1.2 L
30 Jul 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 |
|---|---|---|---|---|---|
| 1 | Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock, chiseling wedging out of rock where blasting in prohibited saturated soil including bailing / pumping out of water, stacking the excavated soil in all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required into sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts. | 4,243.96 | Cum | - | - |
| 2Laying jointing and testing in trenches HDPE pipe of following diameter and classes as per IS: 4984-1995 grade PE-80 class PN-4.00 and jointing the pipes through push type compression joints by hydraulically operated machine complete with butt (heat) fusion welded joints with necessary fittings such as bends, tees, reducers etc. fabricated in accordance with IS: 8360 and IS: 8008 with latest amendements and shall be provided as per site conditions. The flanging of the pipes shall be made as and where required conforming to IS: code 8008 and 7634, stud ends shall be fussion welded on pipes & flanges shall be provided with slip on covered by epoxy coating / plastic powder. The flanges should be conform to ANSI B 16.5 with necessary nuts and bolts (Earth work in trenches to be measured and paid for separately) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | |||||
| 2.01 | 110mm dia class PN-4.00 | 4,750 | Rmt | - | - |
| 2.02 | 125mm dia class PN-4.00 | 600 | Rmt | - | - |
| 2.03 | 160mm dia class PN-4.00 | 335 | Rmt | - | - |
| 2.04 | 180mm dia class PN-4.00 | 155 | Rmt | - | - |
| 3 | Laying joint and testing galvanised mild steel tube screwed and socketed in trenches of 100mm dia (Medium class) 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) | 3,175 | Rmt | - | - |
| 4 | Laying jointing and testing in trenches GMS pipe plain ended pipe 150mm dia (M.C) conforming to IS: 1239-2001 (latest upto date amendements) of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in random length 4m-6m with plain ends and jonited with butt welded joints & MS flanges joints conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges as per IS: 816-1969 with electrodes as per IS: 814-1991 including required number and size of MS nuts and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00mm in thickness as per IS: 2712-1998. The welding of flanges to be done on both faces in two layers at inner face and one layer on outer face to make the joints leak proof and to entire satisfaction of the Engineer-in-charge. The laying of pipes conform to IS: 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respect including entire carriage of materials upto all leads and lifts. PIpe will be measured in straight length only (earth work in trenches, flanged joint, butt welded joints will be measured and paid for separately) | 3,080 | Rmt | - | - |
| 5 | Providing, welding and fixing of MS flanges conforming to flange table-5 as per IS: 6392-1971 (latest with upto date amendements) with plain ended GI pipe (Medium class) in requisite number of layers on both faces to make the joint leak proof . The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts confirming to IS:1364. The thickness of gasket sheet not less than 3.00mm conforing to IS:2712-1965. The work shall be done as per entire satisfaction of the Enginer-in-charge in all leads and lifts.(150mm dia) | 26 | Each | - | - |
| 6 | Providing circumferential butt welded joints by electrical arc welding 150mm dia dia GI pipe (M.C) conforming to IS: 1239-2001 (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/Oerlikon 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. | 488 | P/Joint | - | - |
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