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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance VPO TEHSIL JAWALI DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 CrAdmitted-Finance | ₹2.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.5 CrAdmitted-Finance VPO TEHSIL JAWALI DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹2.5 Cr | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | HYDRAULIC ENGINEERING COMPANY L2 | Sushant Puri L3 | Mohit Kaushal L1 |
|---|---|---|---|---|---|---|
| 1.00 | Provision for revised survey and field investigation of area from delivery tank to end user point upto each field outlet by DGPS or Total Station for design of complete distribution network & submission of design in and soft copy & minimum 4 No. Sets in hard copy comprised of all the relevant data required by approving authority including approval of design from competent authority and to the entire satisfaction of the Engineer-in-charge. | 1 | Job | 1,00,000 ₹1 L | 75,000 ₹75,000 | 1,00,000 ₹1 L |
| 2.00 | 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 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 deposing of all surplus excavated earth as directed within all leads and lifts. | 10,482.43 | Cum | 350 ₹36.7 L | 210 ₹22.0 L | 270 ₹28.3 L |
| 3.00 | Providing, laying, jointing and testing in trenches GMSERW bevelled edge flanged/butt welded pipes including cost of bends of all degrees conforming to IS/ISO 3183-2007 Grade L-210 or B as per dimensions weight and test pressure mentioned there in code ( mill Tolerances to be restricted with in 3%) a random length of 4m - 7m. The M.S. flanges are to be provided as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gasket sheet not less than 3mm thick as per IS: 2712-1965. The welding of flanges to be done on both faces in two layers on outer face + one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 6822-1994 (earth work in trenches, MS flanged and butt welded joint to be measured and paid for separately) . The pipe shall have zinc coating inside and out side as per IS:4736 in factory permises latest with upto date amendements. | - | - | - | - | - |
| 3.01 | 250mm dia GMSERW pipe grade L-210 or A having wall thickness 4.80 RD 0 to 2520 | 2,520 | Rmt | 4,450 ₹1.1 Cr | 5,400 ₹1.4 Cr | 4,500 ₹1.1 Cr |
| 3.02 | 200mm dia GMSERW pipe grade L-210 or A having wall thickness 4.80 RD 2520 to 3650 | 1,130 | Rmt | 3,550 ₹40.1 L | 4,500 ₹50.9 L | 3,800 ₹42.9 L |
| 4.00 | Providing Fixing & Welding of M.S flanges conforming to table as specified below of BIS-6392-1971 (latest with upto date amendments ) welding of M.S flanges three (two layers on outer face and one layer on inner face of each flange) . The welding of flanges conforming to IS: 816-1998 with electrodes as per IS: 814-1997. Providing and fixing nuts and bolts of required size conforming to IS: 1364 including gasket sheet. The thickness of gasket sheet should not be less than 3mm conforming to relevant BIS code IS: 2712-1998 in trenches complete in all respect and including all kinds of leads and lifts and to the entire satisfaction of the Engineer-in-charge. | - | - | - | - | - |
| 4.01 | 250mm dia GMSERW pipe grade L-210 or A having wall thickness 4.80mm flange table-5 | 4 | P/Joint | 5,300 ₹21,200 | 5,000 ₹20,000 | 5,300 ₹21,200 |
| 4.02 | 200mm dia GMSERW pipe grade L-210 or A having wall thickness 4.80mm flange table-5 | 2 | P/Joint | 4,100 ₹8,200 | 4,500 ₹9,000 | 4,200 ₹8,400 |
| 5.00 | Providing circumferencial butt welded joints by electrical arc welding to GMSERW pipe, welded in requisited 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 conforming to IS:814-1991, at site of work complete in all respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. | - | - | - | - | - |
| 5.01 | 250mm dia GMSERW pipe grade L-210 or A having wall thickness 4.80mm | 416 | Each | 1,785 ₹7.4 L | 1,850 ₹7.7 L | 1,750 ₹7.3 L |
Tender Value
₹2.5 Cr
EMD Value
₹3.2 L
Closing Date
16 Apr 2026, 3:00 pmClosed
EE JSV Division Jagatkhana
EE JSV Division Jagatkhana
(SH Providing laying jointing and testing of MSERW pipe gravity main of various dia and laying jointing and testing of HDPE pipe of various dia in distribution system and c/o Field outlets).
2026_HPIPH_133620_1
NIT 879-978 dt 07.04.2026
Open Tender
Pipe Laying Works
Jukhala
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Yes
₹3.2 L
Yes
18 Apr 2026
8 Apr 2026
16 Apr 2026
8 Apr 2026
16 Apr 2026
8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Provision for revised survey and field investigation of area from delivery tank to end user point upto each field outlet by DGPS or Total Station for design of complete distribution network & submission of design in and soft copy & minimum 4 No. Sets in hard copy comprised of all the relevant data required by approving authority including approval of design from competent authority and to the entire satisfaction of the Engineer-in-charge. | ||||||
| 2Excavation 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 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 deposing of all surplus excavated earth as directed within all leads and lifts. | ||||||
| 3Providing, laying, jointing and testing in trenches GMSERW bevelled edge flanged/butt welded pipes including cost of bends of all degrees conforming to IS/ISO 3183-2007 Grade L-210 or B as per dimensions weight and test pressure mentioned there in code ( mill Tolerances to be restricted with in 3%) a random length of 4m - 7m. The M.S. flanges are to be provided as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gasket sheet not less than 3mm thick as per IS: 2712-1965. The welding of flanges to be done on both faces in two layers on outer face + one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 6822-1994 (earth work in trenches, MS flanged and butt welded joint to be measured and paid for separately) . The pipe shall have zinc coating inside and out side as per IS:4736 in factory permises latest with upto date amendements. | ||||||
| 3.01 | 250mm dia GMSERW pipe grade L-210 or A having wall thickness 4.80 RD 0 to 2520 | - | Rmt | - | - | 2520 |
| 3.02 | 200mm dia GMSERW pipe grade L-210 or A having wall thickness 4.80 RD 2520 to 3650 | - | Rmt | - | - | 1130 |
| 4Providing Fixing & Welding of M.S flanges conforming to table as specified below of BIS-6392-1971 (latest with upto date amendments ) welding of M.S flanges three (two layers on outer face and one layer on inner face of each flange) . The welding of flanges conforming to IS: 816-1998 with electrodes as per IS: 814-1997. Providing and fixing nuts and bolts of required size conforming to IS: 1364 including gasket sheet. The thickness of gasket sheet should not be less than 3mm conforming to relevant BIS code IS: 2712-1998 in trenches complete in all respect and including all kinds of leads and lifts and to the entire satisfaction of the Engineer-in-charge. | ||||||
| 4.01 | 250mm dia GMSERW pipe grade L-210 or A having wall thickness 4.80mm flange table-5 | - | P/Joint | - | - | 4 |
| 4.02 | 200mm dia GMSERW pipe grade L-210 or A having wall thickness 4.80mm flange table-5 | - | P/Joint | - | - | 2 |
| 5Providing circumferencial butt welded joints by electrical arc welding to GMSERW pipe, welded in requisited 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 conforming to IS:814-1991, at site of work complete in all respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. | ||||||
| 5.01 | 250mm dia GMSERW pipe grade L-210 or A having wall thickness 4.80mm | - | Each | - | - | 416 |
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