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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-Finance BABU RAM THAKUR NIWAS BELOW UTTAM GAS AJANCY DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹1.6 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹1.7 LRejected-Finance | ₹1.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹2.0 LRejected-Finance | ₹2.0 L | L3 | Rejected-Finance L3 |
| 4 | L4₹2.6 LRejected-Finance ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | ₹2.6 L | L4 | Rejected-Finance L4 |
| 5 | L5₹2.7 LRejected-Finance VILL PO KARASA TEHSIL ROHRU DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | ₹2.7 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | RAJESH KUMAR L4 | Babu Ram L1 | Rachna Justa L2 | MR. BALVIR SINGH L6 | Yashwant Singh L5 | Danveer Aukta Govt. Contractor 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. | 399 | Cum | 450 ₹1.8 L | 315 ₹1.3 L | 301 ₹1.2 L | 490 ₹2.0 L | 480 ₹1.9 L | 350 ₹1.4 L |
| 2.00Laying , jointing and testing in trenches Galvanised Mild Steel tube 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 | 15mm dia | 470 | Rmt. | 22 ₹10,340 | 12 ₹5,640 | 15 ₹7,050 | 25 ₹11,750 | 24 ₹11,280 | 20 ₹9,400 |
| 2.02 | 20mm dia | 450 | Rmt. | 24 ₹10,800 | 13 ₹5,850 | 20 ₹9,000 | 28 ₹12,600 | 25 ₹11,250 | 22 ₹9,900 |
| 2.03 | 25mm dia | 1,050 | Rmt. | 36 ₹37,800 | 16 ₹16,800 | 25 ₹26,250 | 40 ₹42,000 | 39 ₹40,950 | 27 ₹28,350 |
| 3.00 | Manufacturing and fixing Intake-cum- filter box 60x60x60 cm with M.S. sheet (3.15mm thick) by cutting and welding (two layers) including MS angle achors 40x40x6 mm at corners, catch trough 20 cm on one side of box with MS bar screens having mesh size not more than 5 mm, inside MS perforated sheet with holes not more than 5mm to support filter media.Providingoutlet with G.I. pipe 65 mm dia GI nipple with suitable reducing socket and inside remove-able wire mesh strainer mesh size notmore than 5mm, 25 mm dia G.I.socket for overflow and scouring fixed with plug, complete with locking arrangement and handles for lifting including placing in position at site with appoxy painting inside and outside as per design and drawing with all leads and lifts as per direction and satisfaction of Engineer-in-charge. Intake-Cum-Filter box 60x60x60 CM @ 75.25 Kg/ Chmaber). | 1 | Nos. | 17,500 ₹17,500 | 8,000 ₹8,000 | 6,000 ₹6,000 | 20,000 ₹20,000 | 17,300 ₹17,300 | 12,000 ₹12,000 |
Tender Value
₹3.2 L
EMD Value
₹6,350
Closing Date
10 Apr 2026, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
RR Damages of LWSS Jhakhi Khad to Thana Mandal Jhagtan and Rawin in Tehsil Jubbal Distt Shimla HP SH linking of additional source from Bhawan Nallah to Village Pujara Bhanwa
2026_HPIPH_133088_10
JBL-SML-09-718
Open Tender
Civil Works
90 days
Saraswatinagar
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹6,350
12 Jun 2026
1 Apr 2026
10 Apr 2026
1 Apr 2026
10 Apr 2026
1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
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. | - | Cum | - | - | |
Laying , jointing and testing in trenches Galvanised Mild Steel tube 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) | - | - | - | - | |
15mm dia | - | Rmt. | - | - | |
20mm dia | - | Rmt. | - | - | |
25mm dia | - | Rmt. | - | - | |
Manufacturing and fixing Intake-cum- filter box 60x60x60 cm with M.S. sheet (3.15mm thick) by cutting and welding (two layers) including MS angle achors 40x40x6 mm at corners, catch trough 20 cm on one side of box with MS bar screens having mesh size not more than 5 mm, inside MS perforated sheet with holes not more than 5mm to support filter media.Providingoutlet with G.I. pipe 65 mm dia GI nipple with suitable reducing socket and inside remove-able wire mesh strainer mesh size notmore than 5mm, 25 mm dia G.I.socket for overflow and scouring fixed with plug, complete with locking arrangement and handles for lifting including placing in position at site with appoxy painting inside and outside as per design and drawing with all leads and lifts as per direction and satisfaction of Engineer-in-charge. Intake-Cum-Filter box 60x60x60 CM @ 75.25 Kg/ Chmaber). | - | Nos. | - | - |
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