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Tender Value
₹25.9 Cr
EMD Value
₹26.6 L
Closing Date
27 Jul 2026, 11:00 amDue tomorrow
Executive Engineer
Executive Engineeer Jal Shakti Division Bhoranj
CO Pump House 2nd stage at Ukhali, CO RCC Under Ground Main Storage Reservoir at Singhwin 16,80,000 ltr. Cap., CO RCC Under Ground Main Storage Reservoir at Ukhali 16,80,000 ltr. Cap., CO 2 Nos RCC OHSR 8,40,000 ltr. Cap. with 15 mtr. staging
2026_HPIPH_138970_1
3053-3112 dated 14-07-2026
Open Tender
Civil Works
Item Rate
120 days
Executive Engineeer Jal Shakti Division Bhoranj
Please refer Tender documents.
7 documents required · 7 mandatory
₹30,000
₹26.6 L
Chief Engineer HZ JSV Hamirpur
27 Jul 2026
14 Jul 2026
27 Jul 2026
14 Jul 2026
27 Jul 2026
14 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1C/O Pump House :- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) Construction of RCC framed pump house 5.50 mtrs height , including Gantry system of Pump Houses at following Locations including all allied Civil Works, internal & external Electrical work wiring, Sanitay work, excavation in foundation in all kinds of soils, c/o Toilets, c/o Septic Tanks of capacity for required users, including cost of site development required as per site condition,internal and external landscaping, dewatering including P/F 5 Tonne Gantry alongwith MS rail along longitudinal wall of approved ISI make electrically operated alongwith all allied accessories and painting with asian apex ultima with priming coat and wall putty and fire fighting system complete as directed by Engineer in Charge. The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department. ( Ref Data Sheet No.1 for further detail) | |||||
| 1.01 | 2nd stage, at Ukhali ( Area 107.00 Sqm) | 107 | Sq Mtr | - | - |
| 2C/O RCC Water Storage Tank:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix for all components of tank with provision of inspection path around the dome with all alied civil works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves shall be included in the rates of tanks, complete in all respects to the entire satisfaction of the Engineer-in-charge. The contractor shall provide 5 sets of approved drawing with design to the department. (Ref data sheet No.2 & 3 for further details). | |||||
| 2.01 | C/O Main Storage tank at Singhvi 1680000 Liters Cap. | 16,80,000 | Ltr. | - | - |
| 2.02 | C/O Main Storage tank at Ukhli 1680000 Liters Cap. | 16,80,000 | Ltr. | - | - |
| 3C/O RCC OHSR Tank with 15 Mtr Stg. Ht :- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) Over Head Storage Reservior 10 Meter staging height as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil including PCC (1:3:6) in foundation and M:30 design mix for all component of tank with provision of inspection path around the dome with all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness. All works shall be conforming to relevant IS code. The cost of valves,bulk meter/ flow meter shall be included in the rates of tanks, complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. ( Data Sheet No. 4, 5 & 6 for further detail) | |||||
| 3.01 | C/O 2 Nos. OHSR 8,40,000 ltr. Cap. with 15 mtr. Staging height at Droon | 16,80,000 | Ltr. | - | - |
| 3.02 | C/O OHSR 1,30,000 ltr. Cap. with 15 mtr. Staging height Twon Bharari | 1,30,000 | Ltr. | - | - |
| 4 | Excavation in foundation and trenches for pipes & pits upto all depths etc.in all kinds of soils such as pick work,jumper work,blasting work in soft and hard rocks,chiselling work/wedging out of rock (where blasting is prohibited and saturated soils,stacking the excavated earth with in all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers,when req.into plinths sides of foundations and trenches etc., consolidating of all surplus excavated earth as directed by the Engineer in charge with in all lead and lifts including uprooting of trees, dressing of bed and sides and preparation of sub- grade including shoring,sturtting,timbering and dewatering where ever is required, providing diversion for traffic,fixing night signals caution board crossing over trenches for acess to houses and to the entire satisfaction of the Engineer in charge. | 12,742 | Cum | - | - |
| 5Providing, laying, jointing and testing in trenches of Galvanized MSERW flanged/butt welded pipes including cost of flanged bends of all degrees conforming to IS/ISO:3183-2012 with steel grade L-210 or A ( with upto date ammendements )having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube.The M.S. flanges are to be provided 1% of total joints and remaining 99% joints with butt welded joints as per table below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in three layers (one inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes confirming to BIS 1364 (with upto date ammendments). 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees,valves etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. (Data Sheet No.7 for further detail) | |||||
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