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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAdmitted-Finance | ₹20.9 L | L1 | Admitted-Finance |
| 2 | L2₹23.7 LAdmitted-Finance | ₹23.7 L | L2 | Admitted-Finance |
| 3 | L3₹24.6 LAdmitted-Finance BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | ₹24.6 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Naveen Kumar L3 | M/S JASVEER ASSOCIATES L1 | UDEY KUMAR L2 |
|---|---|---|---|---|---|---|
| 1.00 | Execavation in foundations trenches etc. in earth work lift upto 1.50 mtr. Stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation & then returning the stacked soil in 15 cm layers, when required in to plinth side of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of allsurplus excavated earth as directed withen a lead of 20 mtrs. in pick and jumper work. | 30.17 | Cum | 775 ₹23,381.75 | 550 ₹16,593.50 | 790 ₹23,834.30 |
| 2.00 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand:6 graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts complete in all respect. | 8.05 | Cum | 12,200 ₹98,210 | 10,800 ₹86,940 | 12,400 ₹99,820 |
| 3.00Providing and laying cement concrete 1:1½:3 ( 1 cement :1½ sand :3 graded stone aggregate 20 mm nominal size ) and curring complete excluding cost of form work in foundation and plinth in all heights and depths with in all leads lifts and to the entire satisfaction of Engineer incharge. | ||||||
| 3.01 | Foundation and plinth with in all heights and depths includiing all leads lifts and to the entire satisfaction of Engineer incharge. | 5.03 | Cum | 13,200 ₹66,396 | 11,800 ₹59,354 | 13,350 ₹67,150.50 |
| 3.02 | Walls any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor two level including all leads and lifts etc. complete in all respect. | 3.91 | Cum | 13,500 ₹52,785 | 12,800 ₹50,048 | 13,600 ₹53,176 |
| 4.00 | Providing and laying tor steel reinforcement for RCC work including bending binding and placeing in position complete upto floor two level with in all leads and lifts and to the entire satisfaction of Engineer Incharge including cost of binding wires. | 438 | Kg. | 120 ₹52,560 | 100 ₹43,800 | 135 ₹59,130 |
| 5.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts. | ||||||
| 5.01 | Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like | 21.18 | Sqm | 750 ₹15,885 | 550 ₹11,649 | 790 ₹16,732.20 |
| 6.00 | Providing and placing fine sand filling upto tank level as specified and to the entire satisfation of the Engineer in charge. | 4.53 | Cum | 6,500 ₹29,445 | 5,200 ₹23,556 | 6,600 ₹29,898 |
| 7.00 | Providing and fixing of all necessary fitting for conneting existing pipe line system with zinc Aluminum tank, inlet, outlet, over flow and scour pipe fitting i.e. pipe, brass fullway wheel valve, bend, tees, union, nipple including carriage in all leads & lifts as per direction and to the entire satisfaction of Engineer-in-Charge. | 1 | Job | 45,000 ₹45,000 | 35,100 ₹35,100 | 45,100 ₹45,100 |
Tender Value
₹20.9 L
EMD Value
₹41,859
Closing Date
28 Mar 2026, 2:00 pmClosed
EE Jal Shakti Division Katrain
EE Jal Shakti Division Katrain
SH- C/O ZincAluminium storage tankof 100000ltrs. Capacity at Mini Hydro Project) (Under PDNA at Sr. No.18326 and 18227)
2026_HPIPH_132194_5
EE Katrain 10862-10912 dated 19.3.2026
Open Tender
Civil Works
60 days
Katrain
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹41,859
10 Apr 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Execavation in foundations trenches etc. in earth work lift upto 1.50 mtr. Stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation & then returning the stacked soil in 15 cm layers, when required in to plinth side of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of allsurplus excavated earth as directed withen a lead of 20 mtrs. in pick and jumper work. | - | Cum | - | - | BI01010001010000000000000515BI0100001113 | |
Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand:6 graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts complete in all respect. | - | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Providing and laying cement concrete 1:1½:3 ( 1 cement :1½ sand :3 graded stone aggregate 20 mm nominal size ) and curring complete excluding cost of form work in foundation and plinth in all heights and depths with in all leads lifts and to the entire satisfaction of Engineer incharge. | - | - | - | - | BI01010001010000000000000515BI0100001115 | |
Foundation and plinth with in all heights and depths includiing all leads lifts and to the entire satisfaction of Engineer incharge. | - | Cum | - | - | BI01010001010000000000000515BI0100001116 | |
Walls any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor two level including all leads and lifts etc. complete in all respect. | - | Cum | - | - | BI01010001010000000000000515BI0100001117 | |
Providing and laying tor steel reinforcement for RCC work including bending binding and placeing in position complete upto floor two level with in all leads and lifts and to the entire satisfaction of Engineer Incharge including cost of binding wires. | - | Kg. | - | - | BI01010001010000000000000515BI0100001118 | |
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts. | - | - | - | - | BI01010001010000000000000515BI0100001119 | |
Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 | |
Providing and placing fine sand filling upto tank level as specified and to the entire satisfation of the Engineer in charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001121 | |
Providing and fixing of all necessary fitting for conneting existing pipe line system with zinc Aluminum tank, inlet, outlet, over flow and scour pipe fitting i.e. pipe, brass fullway wheel valve, bend, tees, union, nipple including carriage in all leads & lifts as per direction and to the entire satisfaction of Engineer-in-Charge. | - | Job | - | - | BI01010001010000000000000515BI0100001122 |
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