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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance HIMACHAL PRADESH | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.0 Cr+₹31,484.46 (0.11%)Admitted-Finance | ₹3.0 Cr+₹31,484.46 (0.11%) | L2 | Admitted-Finance |
| 3 | L3₹3.2 Cr+₹26.7 L (9.02%)Admitted-Finance | ₹3.2 Cr+₹26.7 L (9.02%) | L3 | Admitted-Finance |
| 4 | L4₹3.3 Cr+₹30.3 L (10.2%)Admitted-Finance VPO CHAMBI | CHAMBA | HIMACHAL PRADESH | 176207 | ₹3.3 Cr+₹30.3 L (10.2%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | AVINASH THAKUR L2 | sunil verma L3 | Tek Singh Raghav L4 | Kartike Guleria L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in all kinds of soil in hilly area by mechanical means including cutting, trimming of sides slope and disposing of excavated earth with a lift upto 1.50 mtr and lead upto 20 mtr as per direction and to the entire satisfaction of engineer- in -Charge. | 4,316.43 | Cum | 129 ₹5,56,819.47 | 109 ₹4,70,490.87 Lowest | 325 ₹14,02,839.75 | 145 ₹6,25,882.35 |
| 2.00 | Excavation in foundation and trenches etc in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge. | 3,757.74 | Cum | 251 ₹9,43,192.74 Lowest | 399 ₹14,99,338.26 | 375 ₹14,09,152.5 | 500 ₹18,78,870 |
| 3.00Providing, Laying,jointing and testing in trenches ( to level or grade) of GMSERW pipes 95% butt welded and 5% flanged jointing including cost of bends of below mentioned diametre conforming to IS 3183-2007 of steel grade and wall thickness as specified suitable to withstand required hydraulic test pressure including fixing of required number of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS : 2712-1998. complete in all respects to entire satisfation of Engineer-in-Charge. The laying of pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as jointing including flushing , cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer- in- Charge including entire carriage of materials upto all leads and lifts. ( Earth work in trenches, jointing i.e. flanged and butt welded will be measured and paid for seperately)The pipe shall be zinc coated on innter & outer face as per IS: 4736-1986 with upto date ammendments complete in all respect including DPT test for joints & manual/ mechanical handling of pipes. The bends of all degree to be made from parent tube confirm to BIS 5822 with latest ammendments upto date & complete in all respects. | |||||||
| 3.01Booster Stage | |||||||
| 3.02 | 250mm dia GMSERW Grade L-210 or Wall thickness 4.8mm P/well to Sump well. | 200 | Rmt | 4,190 ₹8,38,000 | 3,899 ₹7,79,800 | 4,305 ₹8,61,000 | 3,700 ₹7,40,000 Lowest |
| 3.03Jakhu to Bouru P/House | |||||||
| 3.04 | 450mm dia GMSERW Grade L-415 or X-60, Wall thickness 4.8mm RD - 7700-8050 | 350 | Rmt | 7,690 ₹26,91,500 | 7,509 ₹26,28,150 | 9,725 ₹34,03,750 | 7,250 ₹25,37,500 Lowest |
| 3.05Bouru to Uhal | |||||||
| 3.06 | 450mm dia GMSERW Grade L-415 or X-60, Wall thickness 7.10mm RD -1530-1780 | 250 | Rmt | 9,880 ₹24,70,000 Lowest | 11,299 ₹28,24,750 | 14,225 ₹35,56,250 | 11,300 ₹28,25,000 |
| 3.07 | 450mm dia GMSERW Grade L-415 or X-60, Wall thickness 4.80mm RD -7100-7480 | 380 | Rmt | 7,690 ₹29,22,200 | 7,799 ₹29,63,620 | 9,725 ₹36,95,500 | 7,300 ₹27,74,000 Lowest |
Tender Value
₹3.4 Cr
EMD Value
₹4.2 L
Closing Date
18 Aug 2026, 11:00 amClosed
Executive Engineer
Executive Engineeer Jal Shakti Division Bhoranj
Replacement of Rising Main at valuenreable RDs Providing, Laying, Jointing and Testing of G.I. Pipe in Gravity Main and CO Anchor Blocks at various RDs under PDNA
2026_HPIPH_140665_1
4716-4755 dated 06-08-2026
Open Tender
Civil Works
Item Rate
120 days
Executive Engineeer Jal Shakti Division Bhoranj
Please refer Tender documents.
7 documents required · 7 mandatory
₹7,000
₹4.2 L
3 Sept 2026
6 Aug 2026
18 Aug 2026
6 Aug 2026
18 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in all kinds of soil in hilly area by mechanical means including cutting, trimming of sides slope and disposing of excavated earth with a lift upto 1.50 mtr and lead upto 20 mtr as per direction and to the entire satisfaction of engineer- in -Charge. | |||||
| 2Excavation in foundation and trenches etc in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge. | |||||
| 3Providing, Laying,jointing and testing in trenches ( to level or grade) of GMSERW pipes 95% butt welded and 5% flanged jointing including cost of bends of below mentioned diametre conforming to IS 3183-2007 of steel grade and wall thickness as specified suitable to withstand required hydraulic test pressure including fixing of required number of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS : 2712-1998. complete in all respects to entire satisfation of Engineer-in-Charge. The laying of pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as jointing including flushing , cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer- in- Charge including entire carriage of materials upto all leads and lifts. ( Earth work in trenches, jointing i.e. flanged and butt welded will be measured and paid for seperately)The pipe shall be zinc coated on innter & outer face as per IS: 4736-1986 with upto date ammendments complete in all respect including DPT test for joints & manual/ mechanical handling of pipes. The bends of all degree to be made from parent tube confirm to BIS 5822 with latest ammendments upto date & complete in all respects. | |||||
| 3.01 | Booster Stage | - | - | - | - |
| 3.02 | 250mm dia GMSERW Grade L-210 or Wall thickness 4.8mm P/well to Sump well. | 200 | Rmt | - | - |
| 3.03 | Jakhu to Bouru P/House | - | - | - | - |
| 3.04 | 450mm dia GMSERW Grade L-415 or X-60, Wall thickness 4.8mm RD - 7700-8050 | 350 | Rmt | - | - |
| 3.05 | Bouru to Uhal | - | - | - | - |
| 3.06 | 450mm dia GMSERW Grade L-415 or X-60, Wall thickness 7.10mm RD -1530-1780 | 250 | Rmt | - | - |
| 3.07 | 450mm dia GMSERW Grade L-415 or X-60, Wall thickness 4.80mm RD -7100-7480 | 380 | Rmt | - | - |
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