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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAdmitted-Finance | ₹12.3 L | L1 | Admitted-Finance |
| 2 | L2₹12.4 LAdmitted-Finance | ₹12.4 L | L2 | Admitted-Finance |
| 3 | L3₹12.4 LAdmitted-Finance | ₹12.4 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Himalaya Enterprises L1 | Mangal L2 | SATINDER SINGH L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in drains and channels etc. in earth work in all kinds of soil such as pick work, jumper work blasting work decomposed conglomerate saturated soil soft rock and hard rock including dressing of sides and beds and preparation of sub grade to level or slope including refilling the trenches and disposing of surplus earth upto all leads lifts disposed earth to be levelled and neatly dressed including jungle clearance and as per direction of Engineer-in-charge. | 855 | P/Cum | 605 ₹5.2 L | 615 ₹5.3 L | 599 ₹5.1 L |
| 2.00Laying, jointing testing & commissioning at site in trenches Following plain ended GMS Pipe 65mm dia Medium grade as under confirming to BIS 1239 (Part-1) 1990 or latest with upto date amendments, capable of withstanding required test pressure as prescribed in BIS code, in random length of 5.5 to 6.5 mtr. The Pipe’s ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ( leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends manufactured from parent pipes etc. and cutting of pipes wherever required as per site requirement including carriage in all leads lifts and as directed by Engineer –in-charge (Earth work shall be measured & paid separately) | ||||||
| 2.01 | GMS Pipe 65mm dia G.I (M) PE. | 2,850 | P/Rmt | 225 ₹6.4 L | 226 ₹6.4 L | 228 ₹6.5 L |
| 3.00Providing, welding and fixing M.S Plate Flanges of 50mm dia (nominal Bore) of following Flange Tables confirming to IS 6392-1971 or latest with upto date amendments to MSERW/ G.I Pipes after very 90metres or as per site requirement including cutting of pipes wherever required welding in three layers (Leak proof) confirming to specifications as prescribed in relevant IS i.e IS 816-1969 or latest as applicable with upto date amendments with nuts, bolts & washers & specials etc. confirming to IS-1963 of latest with upto date amendments including packing sheet i.e asbestos fibre sheet minimum 3mm thick and painting with anticorrosive paints complete in all leads lifts and carriage of material at site and as directed by Engineer in charge. | ||||||
| 3.01 | 65mm dia FT-5 | 19 | P/Pair | 2,584 ₹49,096 | 2,451 ₹46,569 | 2,810 ₹53,390 |
| 4.00Laying & jointing testing of GMS pipe in trenches of following dia (earth work to be measured paid for seperately). | ||||||
| 4.01 | 65mm dia | 1 | Each | 25,654 ₹25,654 | 23,495 ₹23,495 | 26,040 ₹26,040 |
Tender Value
₹7.9 L
EMD Value
₹15,710
Closing Date
28 Jan 2026, 10:00 amClosed
Executive Engineer
Jal Shakti Division Paonta Sahib
Laying and jointing of Rising Main from T/Well Puruwala to Village Pagar Dandiwala
2026_HPIPH_126312_1
PNT-SMR02-720 No.21782-21881 dated 19.01.2026
Open Tender
Civil Works
90 days
Dandiwala
Please refer to tender documents
7 documents required · 7 mandatory
₹500
EE JSV Paonta Sahib
₹15,710
5 Feb 2026
22 Jan 2026
28 Jan 2026
22 Jan 2026
28 Jan 2026
22 Jan 2026
Excavation in drains and channels etc. in earth work in all kinds of soil such as pick work, jumper work blasting work decomposed conglomerate saturated soil soft rock and hard rock including dressing of sides and beds and preparation of sub grade to level or slope including refilling the trenches and disposing of surplus earth upto all leads lifts disposed earth to be levelled and neatly dressed including jungle clearance and as per direction of Engineer-in-charge.
GMS Pipe 65mm dia G.I (M) PE.
Providing, welding and fixing M.S Plate Flanges of 50mm dia (nominal Bore) of following Flange Tables confirming to IS 6392-1971 or latest with upto date amendments to MSERW/ G.I Pipes after very 90metres or as per site requirement including cutting of pipes wherever required welding in three layers (Leak proof) confirming to specifications as prescribed in relevant IS i.e IS 816-1969 or latest as applicable with upto date amendments with nuts, bolts & washers & specials etc. confirming to IS-1963 of latest with upto date amendments including packing sheet i.e asbestos fibre sheet minimum 3mm thick and painting with anticorrosive paints complete in all leads lifts and carriage of material at site and as directed by Engineer in charge.
65mm dia FT-5
65mm dia
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