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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAdmitted-Finance | ₹16.3 L | L1 | Admitted-Finance |
| 2 | L2₹18.3 L+₹2.0 L (12.3%)Admitted-Finance | ₹18.3 L+₹2.0 L (12.3%) | L2 | Admitted-Finance |
| 3 | L3₹20.4 L+₹4.1 L (25.3%)Admitted-Finance | ₹20.4 L+₹4.1 L (25.3%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SANJEEV KUMAR CONTRACTOR L1 | Devendra singh L3 | M/S DINESHWARI CONTRACTOR L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations trenches in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiselling / wedgeing out of hard /soft rock including dewatering in saturated soil upto all leads and lifts stacking the excavated soil / materials not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15 centimetre layers when required into plinths side of foundations etc., consoildating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and liftsas per the direction of Engineer-in -Charges. | 18.33 | cum | 850 ₹15,580.5 Lowest | 870 ₹15,947.1 | 860 ₹15,763.8 |
| 2.00 | Stone soiling under floor with in all leads and lifts. | 6.11 | cum | 4,500 ₹27,495 Lowest | 4,520 ₹27,617.2 | 4,510 ₹27,556.1 |
| 3.00 | Providing and laying cement concrete 1:3:6 ( One cement : three sand: six graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charges. | 6.11 | cum | 14,000 ₹85,540 Lowest | 14,020 ₹85,662.2 | 14,010 ₹85,601.1 |
| 4.00Providing and laying cement concrete 1 : 1.5 : 3 ( One cement : one & half sand: three graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- | ||||||
| 4.01 | Foundation and Plinth within all leads and lifts as per direction of Engineer-in-Charges. | 5.95 | cum | 16,000 ₹95,200 Lowest | 16,020 ₹95,319 | 16,010 ₹95,259.5 |
| 5.00 | Providing form work with steel plates 3.15mm thick. Welding with angle iron frame 30x30x5 mm so as to give fair finish including centering shuttering and propping etc.within all leads and lifts as per direction of Engineer-in-Charges. | 11.88 | cum | 800 ₹9,504 Lowest | 820 ₹9,741.6 | 810 ₹9,622.8 |
| 6.00 | Providing mild / tor steel reinforcement for reinforced concrete work including bending, binding and placing in position complete up to floor two level including within all leads and lifts as per direction of Engineer -in- Charge. | 1,069.2 | kg | 130 ₹1,38,996 Lowest | 140 ₹1,49,688 | 130 ₹1,38,996 Lowest |
| 7.00 | Providing and fixing Zinc Aluminum steel drinking water storage tank with conical roof with HDG roof trusses and lockable acess hatch including all fittings, including 1 No. Hiigher heavy duty cage ladder GI , 1No.Nylon rope and aluminium step access lader hatch on roof, outlet and over flow nozzles, level indicator with warranty of 10 Years including fixing of three laps under the roof, Inlet over flow, scour pipe and outlet pipe welding all accessories with sluice valve in each point including all leads and lifts with entire satisfaction of Engineer-in-Charge.A)
Roof Specification
(i)Roof Type:-Self Supported Doom Type
(ii)Bulk Density Kg/Cum :-1000Kg/m^3
(iii)Sesmic Zone:-Zone IV
(iv)Roof Angle:- 30°
(v)Wind Speed :-180 km/hr
(vi)Roof Structure :- Hot Dipped Ganvanized
(B)
Technical Specifications of Sheet
(i)Wall Sheet Yield strength :-300 MPA
(ii)Wall Sheet Tensile strength :-340 MPA
(iii)Elongation :-18%
(iv)Sheet Corrugation Space :-75mm
(v)Depth:- 18mm
(vi)Thickness:-0.8mm each Corrugated Sheet
(vii)Sheet Galvanize Coating:- Zincalume
(C )
Technical Specifications of Liner
(i)Weight/ Sqm (GSM):-760 gsm
(ii)Anti-Algae Stabilized:- Yes
(iii)Both side PVC Food Grade:-Yes
(iv)Thickness (mm) :-0.8mm
(v)Water Proofness :- 200 PSI
(vi)Standerd Colour :- Grey
(vii)Basic Febric :-High Teenacity Polyster Filment Yarn
(viii)Tempreture :-20 to +60 Degree Celcius
(ix)PH Range :- 3 to 13
(x)Tasted :-2 kg/cm² for any leaks | 1,00,000 | KL | 12 ₹12,00,000 Lowest | 16 ₹16,00,000 | 14 ₹14,00,000 |
| 8.00Laying Jointing and fixing to wall ceiling and floor galvanised mild steel tube, tube fitting ( medium 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. | ||||||
| 8.01 | Scour, Outlet, Inlet pipe 50 mm.dia | 12 | Rmt | 250 ₹3,000 Lowest | 270 ₹3,240 | 260 ₹3,120 |
Tender Value
₹14.0 L
EMD Value
₹28,019
Closing Date
14 Sept 2026, 5:00 pmClosed
Executive Engineeer
Jal Shakti Division Reckong Peo Distt Kinnaur HP
Construction of 1 No. Zinc aluminium water storage tank of capacity 100K
2026_HPIPH_142906_1
KNR-JSD-R/Peo-E-Tender-2026
Open Tender
Civil Works
Item Rate
365 days
GP kalpa
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹28,019
21 Sept 2026
8 Sept 2026
15 Sept 2026
8 Sept 2026
14 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundations trenches in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiselling / wedgeing out of hard /soft rock including dewatering in saturated soil upto all leads and lifts stacking the excavated soil / materials not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15 centimetre layers when required into plinths side of foundations etc., consoildating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and liftsas per the direction of Engineer-in -Charges. | 18.33 | cum | - | - |
| 2 | Stone soiling under floor with in all leads and lifts. | 6.11 | cum | - | - |
| 3 | Providing and laying cement concrete 1:3:6 ( One cement : three sand: six graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charges. | 6.11 | cum | - | - |
| 4Providing and laying cement concrete 1 : 1.5 : 3 ( One cement : one & half sand: three graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- | |||||
| 4.01 | Foundation and Plinth within all leads and lifts as per direction of Engineer-in-Charges. | 5.95 | cum | - | - |
| 5 | Providing form work with steel plates 3.15mm thick. Welding with angle iron frame 30x30x5 mm so as to give fair finish including centering shuttering and propping etc.within all leads and lifts as per direction of Engineer-in-Charges. | 11.88 | cum | - | - |
| 6 | Providing mild / tor steel reinforcement for reinforced concrete work including bending, binding and placing in position complete up to floor two level including within all leads and lifts as per direction of Engineer -in- Charge. | 1,069.2 | kg | - | - |
| 7 | Providing and fixing Zinc Aluminum steel drinking water storage tank with conical roof with HDG roof trusses and lockable acess hatch including all fittings, including 1 No. Hiigher heavy duty cage ladder GI , 1No.Nylon rope and aluminium step access lader hatch on roof, outlet and over flow nozzles, level indicator with warranty of 10 Years including fixing of three laps under the roof, Inlet over flow, scour pipe and outlet pipe welding all accessories with sluice valve in each point including all leads and lifts with entire satisfaction of Engineer-in-Charge.A)
Roof Specification
(i)Roof Type:-Self Supported Doom Type
(ii)Bulk Density Kg/Cum :-1000Kg/m^3
(iii)Sesmic Zone:-Zone IV
(iv)Roof Angle:- 30°
(v)Wind Speed :-180 km/hr
(vi)Roof Structure :- Hot Dipped Ganvanized
(B)
Technical Specifications of Sheet
(i)Wall Sheet Yield strength :-300 MPA
(ii)Wall Sheet Tensile strength :-340 MPA
(iii)Elongation :-18%
(iv)Sheet Corrugation Space :-75mm
(v)Depth:- 18mm
(vi)Thickness:-0.8mm each Corrugated Sheet
(vii)Sheet Galvanize Coating:- Zincalume
(C )
Technical Specifications of Liner
(i)Weight/ Sqm (GSM):-760 gsm
(ii)Anti-Algae Stabilized:- Yes
(iii)Both side PVC Food Grade:-Yes
(iv)Thickness (mm) :-0.8mm
(v)Water Proofness :- 200 PSI
(vi)Standerd Colour :- Grey
(vii)Basic Febric :-High Teenacity Polyster Filment Yarn
(viii)Tempreture :-20 to +60 Degree Celcius
(ix)PH Range :- 3 to 13
(x)Tasted :-2 kg/cm² for any leaks | 1,00,000 | KL | - | - |
| 8Laying Jointing and fixing to wall ceiling and floor galvanised mild steel tube, tube fitting ( medium 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. | |||||
| 8.01 | Scour, Outlet, Inlet pipe 50 mm.dia | 12 | Rmt | - | - |
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