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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAdmitted-Finance OFFICE AT CHARRI TEH SHAHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | L1 | Admitted-Finance | |
| 2 | L2₹8.8 L+₹33,510.90 (3.97%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹8.9 L+₹44,247.45 (5.24%)Admitted-Finance C O NIDHI MEDICAL STORE LAKKAR BAZAR SHIMLA 01 | SHIMLA | HIMACHAL PRADESH | 171001 | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SURINDER KUMAR L1 | Gopal Singh (Govt Contractor) L2 | Roshan Lal L3 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavated earth up to a lead of 20 metres in pick work complete as per direction of Engineer-in-charge. (90% pick work & 10% jumper work) | 18.57 | Cum | 530 ₹9,842.1 Lowest | 540 ₹10,027.8 | 555 ₹10,306.35 |
| 2.00 | Excavation in foundations, trenches etc. in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20m in pick jumper work. (100% pick work) | 12.72 | Cum | 640 ₹8,140.8 Lowest | 650 ₹8,268 | 665 ₹8,458.8 |
| 3.00 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering complete as per the direction of the Engineer-in-Charge- All work up to plinth level. | 3.18 | Cum | 10,200 ₹32,436 Lowest | 10,300 ₹32,754 | 10,500 ₹33,390 |
| 4.00 | Providing and laying in position 1:1½:3 (1 cement : 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement complete as per the direction of the Engineer-in-Charge- All work up to plinth level. | 2.88 | Cum | 13,500 ₹38,880 Lowest | 13,600 ₹39,168 | 13,800 ₹39,744 |
| 5.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level in Mild steel and Medium Tensile steel bars or as per the direction of the Engineer-In-Charge. | 259.2 | Kg | 135 ₹34,992 Lowest | 145 ₹37,584 | 151 ₹39,139.2 |
| 6.00Providing and fixing in following locations 8 KL Zinc Aluminium Steel Drinking Water Storage tank rising conical proof with HDG roof trusses and Lockable Access hatch including all fittings including 1 No. higher heavy duty cage GI Ladder,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 diameter inlet, outlet, over flow & scour pipes including all required accessories complete work in all leads and lift with entire satisfaction of engineer in charge. ROOF SPECIFICATION:- Roof Type: Self Supported Dome Type, Bulk Density Kg/Cum : 800Kq/m^3, Seismic Zone : Zone IV Roof Angle : Degree 45, Wind Speed : 180 km/ Hr, Roof Structure : Hot Dipped Galvanized. TECHNICAL SPECIFICATIONS OF SHEET:- Wall Sheet Yield Strength : 300MPA, Wall Sheet Tensile Strength : 340 MPA, Elongation : 18% Sheet Corrugation Space : 75mm, Depth : 18mm, Thickness : 0.8mm Each Corrugated Sheet Make of Sheet : TATA BlueScope, Sheet Galvanize Coating : Zinc Alum ZA 150, MOC of Sheet : Zincalume TECHNICAL SPECIFICATION OF LINER:- Weight/ Sqm. (CSM) : 760 gsm, Anti-Algae Stabilized : Yes, Both Side PVC Food Grade : Yes, Thickness (mm) : 0.8mm, Water Proofness : 200 PSI, Standard Colour : Grey, Base Fabric : High Tenacity Polyester Filament Yarn, Temperature : -20 to +55 Degree Celsius, PH Range : 3 to 13, Tested : 2Kg/cm2 for any leaks | ||||||
| 6.01 | At village Lober under WSS Nalda | 1 | No. | 2,40,000 ₹2,40,000 Lowest | 2,50,000 ₹2,50,000 | 2,52,500 ₹2,52,500 |
| 6.02 | At Salpat Colony under WSS Salpat-I & II | 1 | No. | 2,40,000 ₹2,40,000 Lowest | 2,50,000 ₹2,50,000 | 2,52,500 ₹2,52,500 |
| 6.03 | At village Lindoor under WSS Lindoor | 1 | No. | 2,40,000 ₹2,40,000 Lowest | 2,50,000 ₹2,50,000 | 2,52,500 ₹2,52,500 |
Tender Value
₹6.2 L
EMD Value
₹12,410
Closing Date
21 Sept 2026, 5:00 pmClosed
Executive Engineer
O/o Executive Engineer, Jal Shakti Division Keylong.
C/O Zink Aluminium storage tank of 8000 ltrs. Capacity at village Lober under WSS Nalda, at Salpat Colony under WSS Salpat-I ,II at village Lindoor under WSS Lindoor). (SDF/2025/29 , NDF/2026/3).
2026_HPIPH_143287_1
6351-6401 dt 10.09.2026 re intived Zink Tank
Open Tender
Civil Works - Water Works
Item Rate
90 days
Jal Shakti Division Keylong Lahaul Spiti HP
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
EE Keylong
₹12,410
1 Oct 2026
11 Sept 2026
22 Sept 2026
12 Sept 2026
21 Sept 2026
12 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting in earth work and disposal of excavated earth up to a lead of 20 metres in pick work complete as per direction of Engineer-in-charge. (90% pick work & 10% jumper work) | 18.57 | Cum | - | - |
| 2 | Excavation in foundations, trenches etc. in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20m in pick jumper work. (100% pick work) | 12.72 | Cum | - | - |
| 3 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering complete as per the direction of the Engineer-in-Charge- All work up to plinth level. | 3.18 | Cum | - | - |
| 4 | Providing and laying in position 1:1½:3 (1 cement : 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement complete as per the direction of the Engineer-in-Charge- All work up to plinth level. | 2.88 | Cum | - | - |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level in Mild steel and Medium Tensile steel bars or as per the direction of the Engineer-In-Charge. | 259.2 | Kg | - | - |
| 6Providing and fixing in following locations 8 KL Zinc Aluminium Steel Drinking Water Storage tank rising conical proof with HDG roof trusses and Lockable Access hatch including all fittings including 1 No. higher heavy duty cage GI Ladder,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 diameter inlet, outlet, over flow & scour pipes including all required accessories complete work in all leads and lift with entire satisfaction of engineer in charge. ROOF SPECIFICATION:- Roof Type: Self Supported Dome Type, Bulk Density Kg/Cum : 800Kq/m^3, Seismic Zone : Zone IV Roof Angle : Degree 45, Wind Speed : 180 km/ Hr, Roof Structure : Hot Dipped Galvanized. TECHNICAL SPECIFICATIONS OF SHEET:- Wall Sheet Yield Strength : 300MPA, Wall Sheet Tensile Strength : 340 MPA, Elongation : 18% Sheet Corrugation Space : 75mm, Depth : 18mm, Thickness : 0.8mm Each Corrugated Sheet Make of Sheet : TATA BlueScope, Sheet Galvanize Coating : Zinc Alum ZA 150, MOC of Sheet : Zincalume TECHNICAL SPECIFICATION OF LINER:- Weight/ Sqm. (CSM) : 760 gsm, Anti-Algae Stabilized : Yes, Both Side PVC Food Grade : Yes, Thickness (mm) : 0.8mm, Water Proofness : 200 PSI, Standard Colour : Grey, Base Fabric : High Tenacity Polyester Filament Yarn, Temperature : -20 to +55 Degree Celsius, PH Range : 3 to 13, Tested : 2Kg/cm2 for any leaks | |||||
| 6.01 | At village Lober under WSS Nalda | 1 | No. | - | - |
| 6.02 | At Salpat Colony under WSS Salpat-I & II | 1 | No. | - | - |
| 6.03 | At village Lindoor under WSS Lindoor | 1 | No. | - | - |
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