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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAdmitted-Finance | ₹7.1 L | L1 | Admitted-Finance |
| 2 | L2₹7.2 LAdmitted-Finance VILLAGE DHAR P O DASHERA TEH BALH REWALSAR DISTT MANDI HP 175036 | REWALSAR | MANDI | HIMACHAL PRADESH | 175036 | ₹7.2 L | L2 | Admitted-Finance |
| 3 | L3₹7.4 LAdmitted-Finance WARD NO 6 LOWER DHALPUR DISTT KULLU HP | ₹7.4 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Zakir Hussain L1 | ATUL GUPTA L3 | Chuni lal L2 |
|---|---|---|---|---|---|---|
| 1.00 | Execavation in foundations 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 & then returning the stacked soil in 15 cm layers, when required in to plinth side of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of allsurplus excavated earth as directed withen a lead of 20 mtrs. in pick and jumper work. | 170.1 | Cum | 650 ₹1.1 L | 675 ₹1.1 L | 670 ₹1.1 L |
| 2.00Providing, laying, jointing and testing of HDPE pipes in trenches to required grades as per IS: 4984-1995 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 complete in all respect. | ||||||
| 2.01 | 160mm dia PE-80, PN-4.0 | 700 | Rmt. | 850 ₹6.0 L | 890 ₹6.2 L | 865 ₹6.1 L |
Tender Value
₹6.6 L
EMD Value
₹13,297
Closing Date
1 Apr 2026, 11:00 amClosed
EE Jal Shakti Division Katrain
EE Jal Shakti Division Katrain
(SH- Providing laying jointing and testing of HDPE Pipes of 160 mm dia at different RDs) (Under PDNA at Sr. No.18318)
2026_HPIPH_132356_2
EE Katrain 11315-50 dated 23.03.2026
Open Tender
Civil Works
60 days
Katrain
Please refer Tender documents.
2 documents required · 2 mandatory
₹350
₹13,297
10 Apr 2026
24 Mar 2026
1 Apr 2026
24 Mar 2026
1 Apr 2026
24 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Execavation in foundations 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 & then returning the stacked soil in 15 cm layers, when required in to plinth side of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of allsurplus excavated earth as directed withen a lead of 20 mtrs. in pick and jumper work. | - | Cum | - | - | itemH1Code1 | |
Providing, laying, jointing and testing of HDPE pipes in trenches to required grades as per IS: 4984-1995 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 complete in all respect. | - | - | - | - | itemH1Code2 | |
160mm dia PE-80, PN-4.0 | - | Rmt. | - | - | itemH1Code3 |
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