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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹66.4 LAccepted-AOC | ₹66.4 L Quoted ₹67.8 L | 1st | Accepted-AOC the cont, agreed to reduces his rates during negotiation |
| 2 | 2nd₹69.8 L+₹2.0 L (2.95%)Rejected-Finance | ₹69.8 L+₹2.0 L (2.95%) | 2nd | Rejected-Finance not lowest |
| 3 | 3rd₹94.7 L+₹26.8 L (39.6%)Rejected-Finance VPO KALPA TEHSIL KALPA DISTT KINNAUR HIMACHAL PRADESH | ₹94.7 L+₹26.8 L (39.6%) | 3rd | Rejected-Finance not lowest |
| 4 | 4th₹98.0 L+₹30.1 L (44.4%)Rejected-Finance | ₹98.0 L+₹30.1 L (44.4%) | 4th | Rejected-Finance not lowest |
Tender Value
₹84.5 L
EMD Value
₹1.5 L
Closing Date
30 Jun 2025, 5:00 pmClosed
Executive Engineer
Division Reckong Peo Kinnaur HP
C o 2 Nos Intake Chamber C O 4 Nos of Zinc Aluminium tanks 50K ltrs Capcity each Laying, Jointing and Testing of G.I. pipe of 80mm dia at various places including installation of 10 Nos Fire Hydrants
2025_HPIPH_107696_1
KNR-JSD-Peo-EA-I-Tender
Open Tender
Civil Works
Item Rate
365 days
GP Pangi
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
Yes
₹1.5 L
Yes
30 Jul 2025
17 Jun 2025
1 Jul 2025
18 Jun 2025
30 Jun 2025
18 Jun 2025
Amount
Excavation in foundations in all kinds of soil such as pick work ,jumper work, blasting hard or soft rock chiseling where blasting is prohibited or saturated soil , lift upto 1.50 mtr stacking the excavated soil not more than 3.00 mtr clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with a lead of 20 mtrs. P/J Work.
Stone soiling under the floor with in all leads and lifts.
Providing and laying cement concrete 1:3:6 (1 cment:3 sand: 6 graded stone agg. 40mm Nominal size) and curring complete excluding the cost of form work in foundation & plinth
Providing and laying cement concrete 1:4:8 (1 cment:4 sand: 8 graded stone agg. 40mm Nominal size) and curring complete excluding the cost of form work in foundation & plinth within all leads and lifts complete.
Providing and laying cement concrete 1:2:4 (1cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced work in :- foundation & plinth
Providing and laying cement concrete 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate 20mm. nominal size) and curing complete excluding cost of form work and reinforcement for feinforced concrete work in:
Foundation footings bases of columns and the like and mass concrete.
Wall (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level :
Suspended floor, roofs, landing shelves and their support balconies beams, griders. bressumers and cantilever within all lead and lifts.
Providing and laying no fine cement concrete 1:6 (1cement :6 graded stone aggregate 20mm. nominal size) and curing complete excluding cost of form work in foundation and plinth, walls etc.
Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in:
Flat surfaces such as soffits of suspended floors, roofs, landings and the like. (Floors upto 200mm th)
Vertical surfaces such as walls (any thickness) partitions and the like including attached pillaster buttresses, plinth and string courses and the like with in all leads and lifts.
White washing with lime on undecorated wall surfaces two coats to give an even shade including throughly brooming the surface to remove all dirt dust mortar dirt and other foreign matter.
Providing tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level to the entire satisfaction of the Engineer in charge.Tor steel with in all leads and lifts.
Providing and fixing Zinc Aluminum steel water storage tank with rising capacity 50000 litrs Doom 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.(4Nos tank 50K each)Roof Specification Roof Type:-Self Supported Doom Type Bulk Density Kg/Cum :-1000Kg/m^3 Sesmic Zone:-Zone IV Roof Angle:- 30° Wind Speed :-180 km/hr Roof Structure :- Hot Dipped Ganvanized Technical Specifications of Sheet Wall Sheet Yield strength :-300 MPA Wall Sheet Tensile strength :-340 MPA Elongation :-18% Sheet Corrugation Space :-75mm Depth:- 18mm Thickness:-0.8mm each Corrugated Sheet Sheet Galvanize Coating:- Zincalume ZA 150 Technical Specifications of Liner Weight/ Sqm (GSM):-760 gsm Anti-Algae Stabilized:- Yes Both side PVC Food Grade:-Yes Thickness (mm) :-0.8mm Water Proofness :- 200 PSI Standerd Colour :- Grey Basic Febric :-High Teenacity Polyster Filment Yarn Tempreture :- -20 to +60 Degree Celcius PH Range :- 3 to 13 Tasted :-2 kg/cm² for any leaks
Providing 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, outlet and inlet pipe 50 mm.dia
Laying & Jointing in treanches galvanized mild steel tube (MG) and tube fitting (earth work in trenches to be measured and paid seprately) as per the direction of the Engineer-in-Charge including all fittings complete.
80mm nominal bore
Providing and Supplying of CI Sluice Valve Kirlosker/Ladder Make with hand wheel as per IS 14846-2000 (with flanged) with in all leads and lifts to the entire satisfaction of Engineer-in-charge.
50mm dia
80 mm dia.
Providing circumlerencial Butt welded joints electrical arc welding to GI pipe having following dia. of pipe,wall thickness,welded in requisite numbers of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of ADVANI Oerlikon (Adore) - CITOJET / ESAB make, conforming to IS 814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge..
80mm Dia
Providing & welding of MS flange (IS:6392-1971) of table Fixing of MS flange table 5 80mm dia. The welding of llanges with pipe conform to IS:816-1965 with electeode as per IS:814-1967 i/c required Nos of bolts & nuts as per IS:1369-1967 & 3 mm thick asbestos fibre jointing nuts &, bolts gasket complete as per direction and to the entire satisfaction of Engineer-in-charge. gasket conforming to IS: 2712-1965. The welding of flange should be done in two layer on both faces to make to the joints air tight & to the entire satifaction of the engineer-in-charge.
Providing and fixing of gun metal Fire hydrant with threaded single head coupling and post of IS! marked with all fittings with in all leads and lifts
PRADEEP NEGI GOVT. CONTRACTOR (BID ID -530067)
JAI KISHAN CONTRCATOR (BID ID -530046)
DHAME SHERPA CONTRCATOR (BID ID -530108)
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