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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.1 LAdmitted-Finance | ₹17.1 L | L1 | Admitted-Finance |
| 2 | L2₹17.8 LAdmitted-Finance | ₹17.8 L | L2 | Admitted-Finance |
| 3 | L3₹17.9 LAdmitted-Finance | ₹17.9 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Champa Devi L2 | Vikal Sood L3 | Chitar Singh L1 |
|---|---|---|---|---|---|---|
| 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. | 28.52 | Cum | 640 ₹18,252.80 | 670 ₹19,108.40 | 650 ₹18,538 |
| 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. | 3.92 | Cum | 17,000 ₹66,640 | 17,000 ₹66,640 | 16,900 ₹66,248 |
| 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. | 4.42 | Cum | 21,300 ₹94,146 | 21,500 ₹95,030 | 21,000 ₹92,820 |
| 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. | 353.6 | Kg. | 120 ₹42,432 | 120 ₹42,432 | 115 ₹40,664 |
| 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 | 19.44 | Sqm | 592 ₹11,508.48 | 600 ₹11,664 | 590 ₹11,469.60 |
| 6.00 | Providing and placing fine sand filling upto tank level as specified and to the entire satisfation of the Engineer in charge. | 3.58 | Cum | 7,800 ₹27,924 | 8,000 ₹28,640 | 7,900 ₹28,282 |
| 7.00 | Providing and fixing double flanged Cast Iron Sluice valve of 50mm dia of Leader/Kirloskar/Kilburn/Kartar/all approved make conforming to as per IS: 14846-2000 with MS flanges IS: 6392-1971 with hand wheel (and other accessories) with upto amendment as per class PN-1.0 to with standing nominal seat pressure of 10.20 Kg/cm2 i/c carriage in all leads & lifts as per direction and to the entire satisfaction of Engineer-in-Charge. | 4 | Each | 14,900 ₹59,600 | 16,000 ₹64,000 | 15,000 ₹60,000 |
| 8.00Providing 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 | ||||||
Tender Value
₹14.9 L
EMD Value
₹29,788
Closing Date
10 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 at Aloo Ground and Swai and Providing, laying, jointing and testing of GI pipes of k32 mm dia at different RD)(under PDNA at Sr. No. 18345)
2026_HPIPH_133271_14
EE Katrain 7-50 dated 01/04/2026
Open Tender
Civil Works
60 days
Katrain
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹29,788
15 Apr 2026
3 Apr 2026
10 Apr 2026
3 Apr 2026
10 Apr 2026
3 Apr 2026
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.
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.
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.
Foundation and plinth with in all heights and depths includiing all leads lifts and to the entire satisfaction of Engineer incharge.
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.
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.
Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like
Providing and placing fine sand filling upto tank level as specified and to the entire satisfation of the Engineer in charge.
Providing and fixing double flanged Cast Iron Sluice valve of 50mm dia of Leader/Kirloskar/Kilburn/Kartar/all approved make conforming to as per IS: 14846-2000 with MS flanges IS: 6392-1971 with hand wheel (and other accessories) with upto amendment as per class PN-1.0 to with standing nominal seat pressure of 10.20 Kg/cm2 i/c carriage in all leads & lifts as per direction and to the entire satisfaction of Engineer-in-Charge.
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
At Alloo ground & Swai
At Swai
ROOF SPECIFICATION
Roof Type :- Self Supported Dome Type
.Bulk Density KS Cum. 1000Kg m^3
Sesmic Zone :- Zone IV
Roof Angle 8 Degree
Wind Speed :-180km Hr
Roof Structure :- Hot Dipped Galvanized
TECHNICAL SPECIFICATIONS OF SHEE
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 Alume ZA 150
MOC of Sheet :- Zincalume
TECHNICAL SPECIFICATION OF LINER
Weight / Sqm. (GSM):-760 gsm
Anti-Algae Stabilized Yes
Both Side PVC Food Grade :- Yes
Thickness (m) t 8mm
Water Proofness :- 200 PSI
Standred Colour :- Grey
Base Febric High Teenacity Polyster Filament Yarn
Temprature . -10 to +60 Degree Celcius
PH Range:-3 to 13
Tested :-2Kg/cm2 for any leaks
Providing, laying, jointing and testing in trenches of galvanised mild steel of following dia meter, including carriage of pipe and cost of fittings such as tee, elbow, union and nipple etc. of ISI marked and testing for leakage complete with in all leads and as per the direction of Engineer in charge (Earth work in trenches to be measured and paid for seperately)
32mm dia
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