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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAdmitted-Finance | ₹8.2 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical PATHANKOT | PATHANKOT | PUNJAB | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Finance HIMACHAL PRADESH HP | UNA | HIMACHAL PRADESH | 177202 | - | - | Not Admitted-Finance Not qualified for AOC |
| 5 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | Pradeep Kumar Rana L1 |
|---|---|---|---|---|
| 1.00 | Providing and Supplying of Zinč Aluminium Steel Drinking Water Storage tank rising conical proof with HDG roof russes and Lockable Access hatch includingfall fittings including 1 No. higher heavy duty cage Ladder GI 1 No Nylonrope and aluminium step access ladder hatch on roof outlet and over flow nozzles level indicator of material Years including fixing of three laps under the roof 65mm Dia inlet over of provide by STAC and warranty of 10 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. | 30,000 | Per liters | 22 ₹6.6 L |
| 1.01ROOF SPECIFICATION | ||||
| 1.02Roof Type :- Self Supported Dome Type | ||||
| 1.03.Bulk Density KS Cum. 1000Kg m^3 | ||||
| 1.04Sesmic Zone :- Zone IV | ||||
| 1.05Roof Angle 8 Degree | ||||
| 1.06Wind Speed :-180km Hr | ||||
| 1.07Roof Structure :- Hot Dipped Galvanized | ||||
| 1.08TECHNICAL SPECIFICATIONS OF SHEE | ||||
| 1.09Wall Sheet Yield Strength 300MPA | ||||
Tender Value
₹7.3 L
EMD Value
₹14,519
Closing Date
19 Jan 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Larji
Executive Engineer Jal Shakti Division Larji
(SH- C/O Zinc aluminimum S/tank of 30000 ltrs capcity for WSS Bida shangher, Dhara Lapah)
2026_HPIPH_125465_1
NIT No. 12437-12536 Dated - 09/01/2026
Open Tender
Civil Works
30 days
Sainj
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer Jal Shakti Division Larji
₹14,519
16 Mar 2026
9 Jan 2026
20 Jan 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
Providing and Supplying of Zinč Aluminium Steel Drinking Water Storage tank rising conical proof with HDG roof russes and Lockable Access hatch includingfall fittings including 1 No. higher heavy duty cage Ladder GI 1 No Nylonrope and aluminium step access ladder hatch on roof outlet and over flow nozzles level indicator of material Years including fixing of three laps under the roof 65mm Dia inlet over of provide by STAC and warranty of 10 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.
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
Excavation in foundation and trenches etc. up to all depths and in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling / wedging out of soft/hard rock , where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly , returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge. Foundation and plinth
Providing and laying cement concrete work 1:1.5:3 (1cement :1.5 sand: 3 graded crushed stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. in: -
I) Foundation and footing bases of column and like the mass concrete with in all height and depth including all leads and lifts.
Lintel beams ,girders ,breasumer and cantilever upto any floor two level etc with in all leads and lifts as per direction of the Engineer-in-charge.
Providing ,Laying tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete including the cost of binding wire in all leads and lifts.
Providing form work with steel plates 3.15mm thick welded with angle iron frame 30x30x5mm so as to give a fair finish including centring,shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling in all heights and removal of the same for insitu -reinforced concrete and plain concrete work in :
a) Beams, sides of beams including all leads and lifts as per direction and to the entire satisfaction of Engineer in charge
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge.
Laying and fixing to wall ceiling and floor galvanised mild steel tube, tube fitting ( light grade) and clamps including making good the wall ceiling and floor and cutting welding of G.I. pipe with M.S. flanges table -5 where required in Inlet, Outlet, Scour and by pass arrangement of following dia.
Scour & out let pipe 50 mm.dia,
Providing and fixing cast iron Sluice Valves of 65 mm dia with hand wheel complete in all respect.
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