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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.6 LAccepted-AOC | ₹40.6 L Quoted ₹40.8 L | L1 | Accepted-AOC Work awarded |
| 2 | L2₹45.7 L+₹4.8 L (11.9%)Rejected-Finance | ₹45.7 L+₹4.8 L (11.9%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹52.8 L+₹12.0 L (29.3%)Rejected-Finance | ₹52.8 L+₹12.0 L (29.3%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹64.9 L+₹24.1 L (58.9%)Rejected-Finance VILLAGE NER PO MANJHU TEHSIL ARKI DISTT SOLAN H P | ARKI | SOLAN | HIMACHAL PRADESH | ₹64.9 L+₹24.1 L (58.9%) | L4 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Pushpender Bhargav L4 | Kapil rana L2 | Hira singh manta L1 | Roshan Chauhan L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches in each work, in all kinds of soil such as kankar, murram, conglomerate and decomposed or loase soll by pick, jumper work, blasting, in soft or hard rock or by chiseling and including removal of black top in all leads and lifts and then stacking the excavated soil not more than 3 meters clear from the edge of excavation and then returning the stacked soll in 1.5 cm layers, when required in to plinths, sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing off all surplus excavated earth in all leads and lifts and as per directions of Engineer-in-Charge (P&J work.complete! | 3,112.8 | Cum | 350 ₹10,89,480 | 299 ₹9,30,727.2 | 200 ₹6,22,560 Lowest | 299 ₹9,30,727.2 |
| 2.00 | Relaying, jointing testingh commissioning in trenches API pipes confirming to API 5L standard and of grade 1-210 having wall thickness as specified below with plain end and will be welded in minimum four layers as per site conditions and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tres etc. made from parent tube, providing and welding of MS llanges detailed as below. The MS flanges shall confirm to RIS 6392-2020 (with the latest up-to-date amendments) duly welded in a minimum of four layers (two inner and two outers) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes. 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The flanges of requisite make will be provided only where accessories are to be attached with the rising main. The fatiricated bends shall have minimum three & maximum five cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant 15 standards and the damaged portion of the pipes and specials made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per 15 814 (2004) of Advani Oerlikon/L&T or 151 marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately) | 2,000 | Rmt | 1,120 ₹22,40,000 | 692 ₹13,84,000 | 600 ₹12,00,000 Lowest | 699 ₹13,98,000 |
| 3.00 | Provding and laying cement concrete 1:48 (1 cement 4 sand 8graded stone agg. 40 mm nominal size) and curing complete exclunding the cost of form work in foundation and plinths. | 12.5 | Cum | 6,500 ₹81,250 | 4,449 ₹55,612.5 | 3,400 ₹42,500 Lowest | 6,900 ₹86,250 |
| 4.00 | Provding and laying cement concrete 1:2:4: [1 cement:2:sand :4 graded stone agg. 20 mm nominal size ) and curing complete exclunding the cost of form work and Tor Steel in foundation and plinths. | 232.8 | Cum | 9,700 ₹22,58,160 | 5,855 ₹13,63,044 Lowest | 6,400 ₹14,89,920 | 8,719 ₹20,29,783.2 |
| 5.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish. Including centring shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:- | |||||||
| 5.01 | Vertical surfaces such as walls(any thickness) partitions and the pillasters,buttresses,plinth and string courses and the like | 470.4 | Sqm | 200 ₹94,080 | 249 ₹1,17,129.6 | 160 ₹75,264 Lowest | 299 ₹1,40,649.6 |
| 6.00 | Providing tor steel reinforcement for RCC work including bending winding and placing in position complete upto floor two level as per the direction of Engineer in-charge including entire carriage of material upto all leads and lifts. | 6,984 | Kg | 94 ₹6,56,496 | 89.5 ₹6,25,068 | 80 ₹5,58,720 Lowest | 83 ₹5,79,672 |
| 7.00 | Removal of slip in all kinds of soil (including saturated soil but excluding boulder and rocky portion requiring blasting upto a distance of 20 metres disposing of un serviceable materias, stacking serviceable materials and neatly dressing 7 the surface inciding all lead and lifts | 385 | Cum | 190 ₹73,150 Lowest | 244 ₹93,940 | 249 ₹95,865 | 299 ₹1,15,115 |
Tender Value
₹70.0 L
EMD Value
₹1.3 L
Closing Date
27 Mar 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Dharampur Distt. Solan H.P.
Restoration of Rain Damages to WSS to various villages in Kasauli Constituency from Giri River in Tehsil Kasauli Distt Solan HP Sub Head Repair Welding of rising mains construction of flood protection RCC blocks at different RDs etc
2026_HPIPH_131662_1
JSV-EE-DMP-CB-TA-NIT/2025- 22061-22160 dated 16.03.2026
Open Tender
Civil Works - Others
Item Rate
90 days
In Dharampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹1.3 L
13 Aug 2026
16 Mar 2026
27 Mar 2026
16 Mar 2026
27 Mar 2026
16 Mar 2026
16 Mar 2026 - 27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches in each work, in all kinds of soil such as kankar, murram, conglomerate and decomposed or loase soll by pick, jumper work, blasting, in soft or hard rock or by chiseling and including removal of black top in all leads and lifts and then stacking the excavated soil not more than 3 meters clear from the edge of excavation and then returning the stacked soll in 1.5 cm layers, when required in to plinths, sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing off all surplus excavated earth in all leads and lifts and as per directions of Engineer-in-Charge (P&J work.complete! | 3,112.8 | Cum | - | - |
| 2 | Relaying, jointing testingh commissioning in trenches API pipes confirming to API 5L standard and of grade 1-210 having wall thickness as specified below with plain end and will be welded in minimum four layers as per site conditions and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tres etc. made from parent tube, providing and welding of MS llanges detailed as below. The MS flanges shall confirm to RIS 6392-2020 (with the latest up-to-date amendments) duly welded in a minimum of four layers (two inner and two outers) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes. 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The flanges of requisite make will be provided only where accessories are to be attached with the rising main. The fatiricated bends shall have minimum three & maximum five cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant 15 standards and the damaged portion of the pipes and specials made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per 15 814 (2004) of Advani Oerlikon/L&T or 151 marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately) | 2,000 | Rmt | - | - |
| 3 | Provding and laying cement concrete 1:48 (1 cement 4 sand 8graded stone agg. 40 mm nominal size) and curing complete exclunding the cost of form work in foundation and plinths. | 12.5 | Cum | - | - |
| 4 | Provding and laying cement concrete 1:2:4: [1 cement:2:sand :4 graded stone agg. 20 mm nominal size ) and curing complete exclunding the cost of form work and Tor Steel in foundation and plinths. | 232.8 | Cum | - | - |
| 5Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish. Including centring shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:- | |||||
| 5.01 | Vertical surfaces such as walls(any thickness) partitions and the pillasters,buttresses,plinth and string courses and the like | 470.4 | Sqm | - | - |
| 6 | Providing tor steel reinforcement for RCC work including bending winding and placing in position complete upto floor two level as per the direction of Engineer in-charge including entire carriage of material upto all leads and lifts. | 6,984 | Kg | - | - |
| 7 | Removal of slip in all kinds of soil (including saturated soil but excluding boulder and rocky portion requiring blasting upto a distance of 20 metres disposing of un serviceable materias, stacking serviceable materials and neatly dressing 7 the surface inciding all lead and lifts | 385 | Cum | - | - |
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