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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 CrAccepted-AOC VPO TEHSIL JAWALI DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹12.1 Cr | L1 | Accepted-AOC accept |
| 2 | L2₹13.2 CrRejected-Finance | ₹13.2 Cr | L2 | Rejected-Finance reject |
| 3 | L3₹13.4 CrRejected-Finance | ₹13.4 Cr | L3 | Rejected-Finance reject |
| 4 | L4₹13.5 CrRejected-Finance DAM ROAD TALWARA TOWNSHIP DISTT HOSHIARPUR PB | ₹13.5 Cr | L4 | Rejected-Finance reject |
| 5 | L5₹13.6 CrRejected-Finance | ₹13.6 Cr | L5 | Rejected-Finance reject |
| Sl No | Description | Qty | Unit | SS RANA CONSTRUCTION PRIVATE LIMITED L2 | MS Kamal Dev Sharma L1 | S.k.sharma contractor and engineer L4 | HILL CONSTRUCTION AND ENGINEERING CO. SOLAN L3 | Dogra Construction Company Pvt Ltd L6 | Unipro Techno Infrastructure Pvt Ltd L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | RCC Intake Structure :- Construction of RCC Intake Structure (Open type) on Right Bank of Beas River:- Designing, Constructing, Testing & Commissioning ( to be approved by the competent authority) and Construction of RCC Framed intake Structure ,having RCC structure, Roofing with RCC slab, Walk way/passage CI Rungs inside the structure from top to bottom and stainless steel stair case& railing from ground level to top of intake with connecting path having arrangement of chain pulley of capacity not less then 5.00 tonne for lowering submersible the pumping machinary including dewatering, removal of silt and construction of temporary diversion weir at intake structure complete in all respects to the entire satisfaction of the Engineer-in-charge. The contractor shall provide 3 sets of approved drawing and design with one soft copy to the department. ( Refer to Data Sheet No.1) | 1 | No | 1,20,00,000 ₹1.2 Cr | 1,00,00,000 ₹1 Cr | 1,45,00,000 ₹1.4 Cr | 1,20,00,000 ₹1.2 Cr | 99,65,065.99 ₹99.7 L | 1,49,00,000 ₹1.5 Cr |
| 2.00 | Design and construction ,Testing and commissioning of Water Treatment Plant 1.40 MLD for 24 hrs run:- Design, Construction, Installation, testing and commissioning of water treatment plant 1.40 MLD based on Rapid sand filter including cost of site development to adjust hydraulic levels as per contour plan and structural requirements, cost of construction of civil works, hoisting including retaining walls & Breast walls and errection of all steel works, providing and installation of all mechanical Electrical equipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arragements from all units with disposal of the same to appropriate place i.e. nearby nallah/khud/natural drainage, all types of valves, fittings and all contingent works at Beas River (Location) capable of taking input and giving output as laid down in chapter-I of CPHEEO manual under all climatic conditions specified therein. | 1 | No | 2,00,00,000 ₹2 Cr | 1,90,00,000 ₹1.9 Cr | 2,21,00,000 ₹2.2 Cr | 1,90,00,000 ₹1.9 Cr | 2,35,65,065.99 ₹2.4 Cr | 2,40,00,000 ₹2.4 Cr |
| 3.00The treatment plant includes C/O Raw water tank, Cascade Aerator,parshall flume, PST With tube settler, flash mixer, Clariflocculator , Rapid Sand Filter, back wash tank,clear water tank, Alum & Lime solution Tanks complete mixing arrangement and boundary wall with fencing Panels, drainage channel, interconnecting path (Minimum 1.20 metre wide) chemical house, chemical handling and feeding arrangements , Plant building comprising with office,(100.00sqmt. plinth area) . Providing and fixing of lightening arrangements (LED) lights made in the boundary unit of plant area, Providing and fixing all electrical/Mechanical equipments, proper walk way for Inspection/ operation of various units or any other unit or structure required to make plant fully functional. Sizes shall be based on manual of water supply and treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The design of various units shall conform to relevant Codes and specifications. All the hydraulic stuctuctures shall be designed and constructed in RCC M30 design shall be carried out as per Data sheet No. 2 specifications. All the structure shall be designed for uplift pressure encountred at footing as per contour plan uploaded, suitable protection structure shall be designed and provided to avoid direct entry of HFL water within treatment premises.On the completion of all civil,mechanical and electrical works, the contractor shall test and run the plant for 3 months ( Refer to Data Sheet No.2) | |||||||||
| 4.00Pump House:- Designing, Constructing, Testing & Commissioning of Pump House & Chowkidar Room near WTP including all allied Civil Works, Electrical works, internal lighting, Sanitary work, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls (3 mtr from the edge of each structure), Toilets, Septic Tanks, External Solar powered Street lighting, External landscaping, Fire Fighting arrangement, Gantry Crane of 5 tonne capacity, dewatering etc complete as directed by engineer in charge The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The location of pumphouse is near WTP Note:- (Refer Data Sheet No. 3) | |||||||||
| 5.00 | Pump house Cum chowkidar / Attendent Qtr at headworks 20.00 Sqm.(With Gantry System) at Booster Stage | 20 | Sqm | 43,000 ₹8.6 L | 30,000 ₹6 L | 42,500 ₹8.5 L | 37,500 ₹7.5 L | 42,065 ₹8.4 L | 39,500 ₹7.9 L |
| 6.00 | Pump house Cum chowkidar / Attendent Qtr at headworks 110.88.00 Sqm.(With Gantry System) at Main Stage | 110.88 | Sqm | 43,000 ₹47.7 L | 35,000 ₹38.8 L | 42,500 ₹47.1 L | 40,000 ₹44.4 L | 42,065 ₹46.6 L | 39,500 ₹43.8 L |
| 7.00PUMPING MACHINERY SUBMERSIBLE :-Supply of star rated enrgy efficient Submersible pumping set as per IS -5659(1970) of KSB/Calama/ WPIL/ Crompton/BS/ SABAR/ Oswal/ Kirloskar make conforming to latest relevant BIS code. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Raw water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP & 2900/1450 rpm of reputed make conforming to BIS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips, depth gauge NRV & Sluice valves of approved class etc. The work should be completed to the entire satisfaction of the Engineer-in – Charge. (Ist stage) For detailed design parameters/ requirements are given in Below. ( Refer to Data Sheet No.4.1) | |||||||||
| 8.00 | Booster stage:-23.96 LPS with Head of 60.08 m - (2 Nos. i/e 1 Working & 1 Stand By in each ) (Raw water) | 2 | Set | 10,60,000 ₹21.2 L | 10,80,000 ₹21.6 L | 8,50,000 ₹17 L | 12,00,000 ₹24 L | 17,49,065 ₹35.0 L | 6,95,000 ₹13.9 L |
| 9.00PUMPING MACHINERY CENTRIFUGAL :- Supply ,Installation ,Testing & Commissioning of enrgy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement) single/ double /multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar/Jyoti /Beaconweir BS&BE confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze impellers, priming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage TEFC energy efficient motors min./E2 compliance confirming to IS-12615-2018 of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/Area Brown Boven/ABB/CGL The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. The motor/motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. (Refer to Data Sheet No.4.2) | |||||||||
| 10.00It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement including Pump sets (working + standby), All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, actuated sluice valve, NRV including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wa | |||||||||
Tender Value
₹17.1 Cr
EMD Value
₹17.9 L
Closing Date
23 Sept 2025, 11:00 amClosed
EE
Jal Shakti Division Dehra
Const Lift water supply scheme to Central University campus at Dehra from River Beas in Tehsil Dehra Distt Kangra
2025_HPIPH_114675_1
DHR-KNG02-728
Open Tender
Civil Works
730 days
Dehra
Please refer Tender documents.
8 documents required · 8 mandatory
₹10,000
EE Dehra
₹17.9 L
Chief Engineer
24 Nov 2025
12 Sept 2025
23 Sept 2025
12 Sept 2025
23 Sept 2025
12 Sept 2025
12 Sept 2025 - 17 Sept 2025
18 Sept 2025
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