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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-Finance HIMACHAL PRADESH HP | L1 | Accepted-Finance Lowest Bidder | |
| 2 | L2₹4.2 L+₹20,581.40 (5.13%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹4.3 L+₹26,776.45 (6.68%)Rejected-Finance R O VILL KHANAR P O MUNDU TEH THEOG DISTT SHIMLA 171226 | SHIMLA | HIMACHAL PRADESH | 171226 | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | MR. BALVIR SINGH L2 | AJAY KUMAR L1 | NARENDER SINGH 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. | 405.81 | Cum. | 475 ₹1,92,759.75 | 435 ₹1,76,527.35 Lowest | 480 ₹1,94,788.8 |
| 2.00Cutting of threaded pipe dia 65mm (L) from both sides of socket to plain ended pipe for butt welding complete as per the entire satisfection of Engineer in Charge. | ||||||
| 2.01 | 50 mm dia. | 200 | Rmt. | 34 ₹6,800 | 30 ₹6,000 Lowest | 32 ₹6,400 |
| 2.02 | 65 mm dia. | 350 | Rmt. | 39 ₹13,650 | 38 ₹13,300 | 36 ₹12,600 Lowest |
| 2.03 | 80 mm dia. | 433 | Rmt. | 48 ₹20,784 | 45 ₹19,485 Lowest | 45 ₹19,485 Lowest |
| 3.00Laying, 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). | ||||||
| 3.01 | 15 mm dia. | 200 | Rmt. | 30 ₹6,000 | 28 ₹5,600 Lowest | 35 ₹7,000 |
| 3.02 | 32 mm dia. | 200 | Rmt. | 42 ₹8,400 | 40 ₹8,000 Lowest | 45 ₹9,000 |
| 4.00Laying, 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). | ||||||
| 4.01 | 50 mm dia. | 200 | Rmt. | 93 ₹18,600 Lowest | 93 ₹18,600 Lowest | 95 ₹19,000 |
Tender Value
₹4.4 L
EMD Value
₹8,900
Closing Date
30 Jun 2025, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
LJT and butt welding of GI Pipes of various dia
2025_HPIPH_107754_13
JBL-SML-09-718
Open Tender
Civil Works
Item Rate
90 days
Khorni Nallah
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹8,900
4 Sept 2025
18 Jun 2025
30 Jun 2025
18 Jun 2025
30 Jun 2025
18 Jun 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.
Cutting of threaded pipe dia 65mm (L) from both sides of socket to plain ended pipe for butt welding complete as per the entire satisfection of Engineer in Charge.
50 mm dia.
65 mm dia.
80 mm dia.
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).
15 mm dia.
32 mm dia.
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).
50 mm dia.
65 mm dia.
80 mm dia.
100 mm dia.
Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to ERW after 100 mtr. pipe or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 with electrode as per IS: 814-1991 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect in all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
65 mm dia.
80 mm dia.
MR. BALVIR SINGH (BID ID -529456)
NARENDER SINGH (BID ID -529451)
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