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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹92,930Accepted-AOC | ₹92,930 Quoted ₹1.0 L | 1 | Accepted-AOC Lowest Bidder |
| 2 | 2₹1.1 L+₹4,001.11 (3.84%)Rejected-Finance | ₹1.1 L+₹4,001.11 (3.84%) | 2 | Rejected-Finance L2 |
| 3 | 3₹1.1 L+₹5,988.80 (5.76%)Rejected-Finance VIDYUT BHAWAN HPSEBL SHIMLA 17100 | 17100 | ₹1.1 L+₹5,988.80 (5.76%) | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | NARESH AUKTA L2 | HANS RAJ L3 | MR. BALVIR SINGH L1 |
|---|---|---|---|---|---|---|
| 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. | 127.69 | Cum. | 479 ₹61,163.51 | 480 ₹61,291.2 | 460 ₹58,737.4 Lowest |
| 2.00Laying, butt welding and testing of ISI marked steel tubes plain ended in trenches of following dia as per IS 1239-2001, including jointing the pipes with butt welding at both the ends according to relevant BIS standards/approved specifications including manufacturing reducers/tapers, all short pices and bends as per site requirement and made from parent tubes ( to be measurer and paid alongwith pipes. Bends shall be manufactured in such a way that not more than 111/4 degree deflection is caused by a single cut and internal dia is not reduced including hydraulic testing to the entire satisfaction of Engineer-in-charge. The damaged portion of galvanization due welding shall be provided with anticorrosive treatment by providing two coats of bituminous paint over priming coat as per AWWA specification C-203-1978. (Earth work to be measure & paid for separately). | ||||||
| 2.01 | 125 mm dia. | 15 | Joints. | 625 ₹9,375 | 650 ₹9,750 | 610 ₹9,150 Lowest |
| 2.02 | 100 mm dia. | 10 | Joints. | 499 ₹4,990 | 550 ₹5,500 | 490 ₹4,900 Lowest |
| 2.03 | 80 mm dia. | 10 | Joints. | 390 ₹3,900 | 410 ₹4,100 | 385 ₹3,850 Lowest |
| 2.04 | 65 mm dia. | 30 | Joints. | 345 ₹10,350 | 350 ₹10,500 | 330 ₹9,900 Lowest |
| 2.05 | 50 mm dia. | 10 | Joints. | 276 ₹2,760 | 280 ₹2,800 | 260 ₹2,600 Lowest |
| 3.00Laying , 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) | ||||||
| 3.01 | 15 mm dia. | 220 | Rmt. | 24 ₹5,280 | 25 ₹5,500 | 23 ₹5,060 Lowest |
| 3.02 | 20 mm dia. | 210 | Rmt. | 25 ₹5,250 | 26 ₹5,460 | 24 ₹5,040 Lowest |
Tender Value
₹1.2 L
EMD Value
₹2,400
Closing Date
16 Sept 2025, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
Butt welding of API and GI Pipes joints of various dia and LJT of GI Pipes
2025_HPIPH_114088_2
JBL-SML-09-718
Open Tender
Civil Works
Item Rate
90 days
Badhal
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹2,400
8 Jul 2026
6 Sept 2025
16 Sept 2025
6 Sept 2025
16 Sept 2025
6 Sept 2025
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.
Laying, butt welding and testing of ISI marked steel tubes plain ended in trenches of following dia as per IS 1239-2001, including jointing the pipes with butt welding at both the ends according to relevant BIS standards/approved specifications including manufacturing reducers/tapers, all short pices and bends as per site requirement and made from parent tubes ( to be measurer and paid alongwith pipes. Bends shall be manufactured in such a way that not more than 111/4 degree deflection is caused by a single cut and internal dia is not reduced including hydraulic testing to the entire satisfaction of Engineer-in-charge. The damaged portion of galvanization due welding shall be provided with anticorrosive treatment by providing two coats of bituminous paint over priming coat as per AWWA specification C-203-1978. (Earth work to be measure & paid for separately).
125 mm dia.
100 mm dia.
80 mm dia.
65 mm dia.
50 mm dia.
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)
15 mm dia.
20 mm dia.
Providing and fixing of copper alloy gate valve (Heavy Duty) ISI marked with in all leads and lifts as per direction of Engineer-in-Charge.
15 mm dia.
20 mm dia.
NARESH AUKTA (BID ID -555449)
HANS RAJ (BID ID -555442)
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