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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-Finance HIMACHAL PRADESH HP | ₹3.4 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹3.5 L+₹9,868.80 (2.89%)Rejected-Finance VILLAGE ASTANDLI PO DOCHI TEHSIL JUBBAL DISTT SHIMLA H P | JUBBAL | SHIMLA | HIMACHAL PRADESH | ₹3.5 L+₹9,868.80 (2.89%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.6 L+₹15,406 (4.51%)Rejected-Finance | ₹3.6 L+₹15,406 (4.51%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | AJAY KUMAR L1 | BABIT KUMAR L3 | Mohit Khimta L2 |
|---|---|---|---|---|---|---|
| 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. | 90 | Cum. | 490 ₹44,100 Lowest | 550 ₹49,500 | 590 ₹53,100 |
| 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 | 65 mm dia. | 600 | Rmt. | 38 ₹22,800 Lowest | 40 ₹24,000 | 42 ₹25,200 |
| 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). | ||||||
| 3.02 | 65 mm dia. | 600 | Rmt. | 155 ₹93,000 | 160 ₹96,000 | 145 ₹87,000 Lowest |
| 4.00Providing, 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. | ||||||
| 4.01 | 65 mm dia. | 5 | Pair. | 2,200 ₹11,000 | 2,100 ₹10,500 Lowest | 2,140 ₹10,700 |
| 5.00Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge. | ||||||
| 5.01 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge. | 28.8 | Sqm. | 450 ₹12,960 | 440 ₹12,672 | 400 ₹11,520 Lowest |
| 6.00Providing and laying cement concrete 1:1.5:3 (1cement :1.5 Sand: 3 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : | ||||||
Tender Value
₹3.5 L
EMD Value
₹7,100
Closing Date
3 Aug 2026, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
RR damages of LIS Anti Khad to Barthata In GP Barthata in Tehsil Jubbal Distt Shimla HP SH Laying jointing testing and butt welding of GI pipes of various dia and C/O Thrust blocks for Feeder line
2026_HPIPH_139972_8
JBL-SML-09-718
Open Tender
Civil Works
Item Rate
90 days
Jubbal
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹7,100
3 Sept 2026
25 Jul 2026
3 Aug 2026
25 Jul 2026
3 Aug 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 90 | Cum. | 679.39 | ₹61,145.1 |
| 2Cutting 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 | 65 mm dia. | 600 | Rmt. | 36.64 | ₹21,984 |
| 3Laying, 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). | |||||
| 3.02 | 65 mm dia. | 600 | Rmt. | 148.84 | ₹89,304 |
| 4Providing, 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. | |||||
| 4.01 | 65 mm dia. | 5 | Pair. | 1,971.44 | ₹9,857.2 |
| 5Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge. | |||||
| 5.01 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge. | - | Sqm. | 446.86 | - |
| 6Providing and laying cement concrete 1:1.5:3 (1cement :1.5 Sand: 3 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : | |||||
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