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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAdmitted-Finance | ₹9.1 L | L1 | Admitted-Finance |
| 2 | L2₹10.1 LAdmitted-Finance | ₹10.1 L | L2 | Admitted-Finance |
| 3 | L3₹10.4 LAdmitted-Finance BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | ₹10.4 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S JASVEER ASSOCIATES L1 | Naveen Kumar L3 | 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. | 2.08 | Cum | 620 ₹1,289.60 | 750 ₹1,560 | 750 ₹1,560 |
| 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. | 2.08 | Cum | 11,500 ₹23,920 | 12,800 ₹26,624 | 13,000 ₹27,040 |
| 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. | 1.82 | Cum | 13,127 ₹23,891.14 | 14,000 ₹25,480 | 14,000 ₹25,480 |
| 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. | 72.9 | Kg. | 100 ₹7,290 | 105 ₹7,654.50 | 110 ₹8,019 |
| 5.00 | Providing and fixing Zinc Aluminium Steel Drinking Water Storage tank 50000 Ltr. Capacity rising conical proof with HDG roof trusses and Lockable Access hatch including all fittings including 1 No. higher heavy duty cage Ladder GI 1 No Nylon rope and aluminium step access ladder hatch on roof outlet and over flow nozzles level indicator of material of provide by STAC and warranty of 10 Years including fixing of three laps under the roof 65mm Dia inlet over flow and scour pipe and 80mm dia and outlet welding all accessories with sluice valve in each point including all leads and lift with entire satisfaction of engineer in charge | 50,000 | Ltrs. | 17.1 ₹8.6 L | 19.5 ₹9.8 L | 19 ₹9.5 L |
| 5.01ROOF SPECIFICATION | ||||||
| 5.02Roof Type :- Self Supported Dome Type | ||||||
| 5.03.Bulk Density KS Cum. 1000Kg m^3 | ||||||
| 5.04Sesmic Zone :- Zone IV | ||||||
Tender Value
₹8.7 L
EMD Value
₹17,478
Closing Date
1 Apr 2026, 11:00 amClosed
EE Jal Shakti Division Katrain
EE Jal Shakti Division Katrain
(SH- C/O Zinc Aluminium storage tank of 50000 ltrs. Capacity near Pandu Shilla) (Under PDNA at Sr. No.18318)
2026_HPIPH_132356_1
EE Katrain 11315-50 dated 23.03.2026
Open Tender
Civil Works
60 days
Katrain
Please refer Tender documents.
2 documents required · 2 mandatory
₹350
₹17,478
10 Apr 2026
24 Mar 2026
1 Apr 2026
24 Mar 2026
1 Apr 2026
24 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 | - | - | itemH1Code1 | |
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 | - | - | itemH1Code2 | |
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. | - | - | - | - | itemH1Code3 | |
Foundation and plinth with in all heights and depths includiing all leads lifts and to the entire satisfaction of Engineer incharge. | - | Cum | - | - | itemH1Code4 | |
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. | - | - | itemH1Code5 | |
Providing and fixing Zinc Aluminium Steel Drinking Water Storage tank 50000 Ltr. Capacity rising conical proof with HDG roof trusses and Lockable Access hatch including all fittings including 1 No. higher heavy duty cage Ladder GI 1 No Nylon rope and aluminium step access ladder hatch on roof outlet and over flow nozzles level indicator of material of provide by STAC and warranty of 10 Years including fixing of three laps under the roof 65mm Dia inlet over flow and scour pipe and 80mm dia and outlet welding all accessories with sluice valve in each point including all leads and lift with entire satisfaction of engineer in charge | - | Ltrs. | - | - | itemH1Code6 | |
ROOF SPECIFICATION | - | - | - | - | itemH1Code7 | |
Roof Type :- Self Supported Dome Type | - | - | - | - | itemH1Code8 | |
.Bulk Density KS Cum. 1000Kg m^3 | - | - | - | - | itemH1Code9 | |
Sesmic Zone :- Zone IV | - | - | - | - | itemH1Code10 |
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