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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Finance LOCATION HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176219 | ₹2.6 L | L1 | Admitted-Finance |
| 2 | L2₹2.8 LAdmitted-Finance | ₹2.8 L | L2 | Admitted-Finance |
| 3 | L3₹2.9 LAdmitted-Finance | ₹2.9 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sohan Lal L2 | KHUSHAL SINGH L3 | PREM CHAND L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc,.in earth work lift upto 1.50 mtr.stacking the excavated soil not more than 3 mtr.clear from the edge of excavation and returning the stacked soil into plinth sides of foundation,consolidating each deposited layer by ramming and watering and disposing of all excavated earth as directed within lead of 20 mtrs. | 297.99 | Cum | 490 ₹1.5 L | 500 ₹1.5 L | 470 ₹1.4 L |
| 2.00Providing Laying,jointing and testing of HDPE pipes in trenches to required grades as per IS:4984-1985 latest with up to date amendments of following OD pipes, material grade and class of pipes. The jointing of pipes should be done by way of butt fusion welding as per relevant IS code and specifications including all fittings and accessories e.g. coupling, tee, bends, reducers, screwed adopters, flanged tail pieces etc. complete in all respect. | ||||||
| 2.01 | 25 mm PE-80 PN 12.5 | 630 | Rmt | 47 ₹29,610 | 52 ₹32,760 | 45 ₹28,350 |
| 2.02 | 50 mm PE-80 PN 12.5 | 660 | Rmt | 155 ₹1.0 L | 160 ₹1.1 L | 140 ₹92,400 |
Tender Value
₹2.4 L
EMD Value
₹4,887
Closing Date
24 Mar 2026, 11:00 amClosed
Executive Engineer Jal Shakti Division Larji
Executive Engineer Jal Shakti Division Larji
(SH- Repair of G.I pipe by Providing ,Laying jointing and testing of HDPE pipe of various dia)
2026_HPIPH_131752_1
EE Larji NIT NO-14652-14751 dated 17.03.2026
Open Tender
Civil Construction Goods
60 days
Banjar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer Jal Shakti Division Larji
₹4,887
7 Apr 2026
17 Mar 2026
24 Mar 2026
17 Mar 2026
24 Mar 2026
17 Mar 2026
Excavation in foundation trenches etc,.in earth work lift upto 1.50 mtr.stacking the excavated soil not more than 3 mtr.clear from the edge of excavation and returning the stacked soil into plinth sides of foundation,consolidating each deposited layer by ramming and watering and disposing of all excavated earth as directed within lead of 20 mtrs.
Providing Laying,jointing and testing of HDPE pipes in trenches to required grades as per IS:4984-1985 latest with up to date amendments of following OD pipes, material grade and class of pipes. The jointing of pipes should be done by way of butt fusion welding as per relevant IS code and specifications including all fittings and accessories e.g. coupling, tee, bends, reducers, screwed adopters, flanged tail pieces etc. complete in all respect.
25 mm PE-80 PN 12.5
50 mm PE-80 PN 12.5
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