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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-Finance | ₹11.4 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹11.6 LRejected-Finance | ₹11.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹11.9 LRejected-Finance | ₹11.9 L | L3 | Rejected-Finance L3 |
| 4 | L4₹15.5 LRejected-Finance ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | ₹15.5 L | L4 | Rejected-Finance L4 |
| 5 | L5₹15.6 LRejected-Finance VILLAGE ASTANDLI PO DOCHI TEHSIL JUBBAL DISTT SHIMLA H P | JUBBAL | SHIMLA | HIMACHAL PRADESH | ₹15.6 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | NARESH AUKTA L2 | RAJESH KUMAR L4 | Mohit Khimta L5 | Danveer Aukta Govt. Contractor L1 | BHAVINDER SINGH KANWAR L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. | 740 | Cum. | 300 ₹2.2 L | 590 ₹4.4 L | 560 ₹4.1 L | 290 ₹2.1 L | 397 ₹2.9 L |
| 2.00Providing, laying , jointing and testing in trenches Galvanised Mild Steel tube (light class) of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately) | ||||||||
| 2.01 | 15 mm dia. | 1,046 | Rmt. | 160 ₹1.7 L | 195 ₹2.0 L | 250 ₹2.6 L | 168 ₹1.8 L | 165 ₹1.7 L |
| 2.02 | 20 mm dia. | 628 | Rmt. | 200 ₹1.3 L | 250 ₹1.6 L | 230 ₹1.4 L | 220 ₹1.4 L | 210 ₹1.3 L |
| 2.03 | 25 mm dia. | 500 | Rmt. | 290 ₹1.4 L | 350 ₹1.8 L | 360 ₹1.8 L | 286 ₹1.4 L | 290 ₹1.4 L |
| 2.04 | 32 mm dia. | 492 | Rmt. | 370 ₹1.8 L | 440 ₹2.2 L | 410 ₹2.0 L | 361 ₹1.8 L | 350 ₹1.7 L |
| 2.05 | 40 mm dia. | 500 | Rmt. | 490 ₹2.5 L | 550 ₹2.8 L | 555 ₹2.8 L | 455 ₹2.3 L | 425 ₹2.1 L |
| 2.06 | 50 mm dia. | 121 | Rmt. | 580 ₹70,180 | 670 ₹81,070 | 650 ₹78,650 | 565 ₹68,365 | 530 ₹64,130 |
Tender Value
₹15.2 L
EMD Value
₹30,450
Closing Date
23 Mar 2026, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
RR damages of various LWSS/GWSS under Jal Shakti Sub Division Saraswati Nagar Section Pandranu in Tehsil Jubbal Distt Shimla HP SH Providing laying jointing and testing of GI pipes of various diameter
2026_HPIPH_131547_3
JBL-SML-09-718
Open Tender
Civil Works
180 days
Saraswatinagar
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
₹30,450
7 Apr 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.
Providing, laying , jointing and testing in trenches Galvanised Mild Steel tube (light class) of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately)
15 mm dia.
20 mm dia.
25 mm dia.
32 mm dia.
40 mm dia.
50 mm dia.
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