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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.4 LAccepted-AOC VILLAGE SHUKARI P O ROPA TEHSIL SAINJ DISTRICT KULLU HP | KULLU | HIMACHAL PRADESH | 172001 | ₹38.4 L Quoted ₹43.7 L | L1 | Accepted-AOC L1 lowest |
| 2 | L2₹45.7 LRejected-Finance | ₹45.7 L | L2 | Rejected-Finance other then lowest bidder |
| Sl No | Description | Qty | Unit | BHIM SAIN L1 | HR BORIS INFRA PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00 | Cutting in earth work in all classification such as pick work ,Jumper work , Jumper blast hard blasting by chesling where blasting is prohibited in saturated soil and disposal of all excavated earth upto all leads and lifts as per the direction of Engineer-in-charge. | 42.75 | Cum | 430.37 ₹18,398.32 | 449.93 ₹19,234.51 |
| 2.00 | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick and and jumper work. Engineer-in-charge. | 11.91 | Cum | 683.1 ₹8,135.72 | 714.15 ₹8,505.53 |
| 3.00Composite lining of stone 15 CM thick or less for irrigation channel using cenent concrete 1:3:6 (1 Cement,3 Sand, 6 Graded stone agg. 20mm Nominal size) and curing complete excluding the cost of form work with in all leads and lifts. | |||||
| 3.10 | In bed | 25.31 | Cum | 13,130.62 ₹3.3 L | 13,727.47 ₹3.5 L |
| 3.20 | In side slope | 45.75 | Cum | 13,551.54 ₹6.2 L | 14,167.52 ₹6.5 L |
| 4.00 | Providing and Laying cement concrete 1:5:10 (1 cement: 5 sand:10 stone aggregate 20mm nominal size with curing complete excluding the cost of Formwork in R/walls/Breast walls the size of plum shall be 15mm to 300mm as per HPPWD Specification with in all leads and lifts as per Direction of Engineer in charge.). | 10.94 | Cum | 12,473.51 ₹1.4 L | 13,040.48 ₹1.4 L |
| 5.00 | Random rubble masonry /polygonal rubble masonry/coursed/brought to courses)with hard stone of approved quality in foundation & plinths including leveling up with cement concerete 1:6:12(1Cement:6sand:12 graded stone aggregate 20mm Nominal size) in cement Mortor 1:6 with in all leads and lifts. | 64 | Cum | 12,926.27 ₹8.3 L | 13,513.82 ₹8.6 L |
| 6.00Lowering, Laying, jointing HDPE pipe (confirming to IS 4984-2016 ) in proper position by butt fusion jointing procedure including hydraulic testing as per relevent IS Code complete with all materials for jointing procedures like butt fusion welding machine with hydraulic jack , top loading clamp etc. pump and accessories for hydraulic testing and all labours as directed by engineer in charges as confirming to IS- 7634 (Part -II):2012 amended upto date). | |||||
| 6.10 | HDPE Pipe 315 MM | 750 | Rmt | 184.19 ₹1.4 L | 192.56 ₹1.4 L |
| 7.00 | Providing and laying MS sheet 3mm thik | 335 | Meter | 6,574.92 ₹22.0 L | 6,873.78 ₹23.0 L |
Tender Value
₹39.7 L
EMD Value
₹67,100
Closing Date
19 Feb 2026, 5:00 pmClosed
EE JSD Pooh
Executive Engineer Jal Shakti Division Pooh
SH Laying Jointing HDPE Pipe dia 315 mmP S of MS sheets thickness 3mm CO Cut Covers Chambers Job No 3
2026_HPIPH_128168_1
KNR-EE-JSDP-2025-12854-12954
Open Tender
Civil Works
EE JSD Pooh
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
Yes
₹67,100
Yes
JSD POOH
30 Apr 2026
10 Feb 2026
20 Feb 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
12 Feb 2026
Cutting in earth work in all classification such as pick work ,Jumper work , Jumper blast hard blasting by chesling where blasting is prohibited in saturated soil and disposal of all excavated earth upto all leads and lifts as per the direction of Engineer-in-charge.
Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick and and jumper work. Engineer-in-charge.
Composite lining of stone 15 CM thick or less for irrigation channel using cenent concrete 1:3:6 (1 Cement,3 Sand, 6 Graded stone agg. 20mm Nominal size) and curing complete excluding the cost of form work with in all leads and lifts.
In bed
In side slope
Providing and Laying cement concrete 1:5:10 (1 cement: 5 sand:10 stone aggregate 20mm nominal size with curing complete excluding the cost of Formwork in R/walls/Breast walls the size of plum shall be 15mm to 300mm as per HPPWD Specification with in all leads and lifts as per Direction of Engineer in charge.).
Random rubble masonry /polygonal rubble masonry/coursed/brought to courses)with hard stone of approved quality in foundation & plinths including leveling up with cement concerete 1:6:12(1Cement:6sand:12 graded stone aggregate 20mm Nominal size) in cement Mortor 1:6 with in all leads and lifts.
Lowering, Laying, jointing HDPE pipe (confirming to IS 4984-2016 ) in proper position by butt fusion jointing procedure including hydraulic testing as per relevent IS Code complete with all materials for jointing procedures like butt fusion welding machine with hydraulic jack , top loading clamp etc. pump and accessories for hydraulic testing and all labours as directed by engineer in charges as confirming to IS- 7634 (Part -II):2012 amended upto date).
HDPE Pipe 315 MM
Providing and laying MS sheet 3mm thik
Applying priming coat over new steel and other metel with ready mixed priming paint brushing ,red oxide,zinc oxide chrome.
Painting two coat over new steel and other metal suface Anti corrosive paint other than white.
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