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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.0 CrAccepted-AOC | ₹1.0 Cr | 1 | Accepted-AOC accept |
| 2 | Rejected-Technical | - | - | Rejected-Technical reject |
| 3 | Rejected-Technical | - | - | Rejected-Technical reject |
Tender Value
Refer Docs
EMD Value
₹2.2 L
Closing Date
3 Feb 2023, 5:00 pmClosed
Executive Engineer
Office of the Executive Engineer, Maintenance Division, Uttrakhand Jal Sansthan Lane No.-1, Tarun Vihar, Mothorowala road, Dehradun
Development of Tubewell, Reparing of OHT, Laying of Pipe Line work, SITC of Pumping Plant material and related works under Abdullapur Water Supply Scheme
2023_UKJS_54258_1
4726/E-Tender Notice/2022-23, dt.19-01-2023
Open Tender
Civil Works - Water Works
Turn-key
365 days
Dehradun
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, MD, UJS, Dehradun
₹2.2 L
Office of the Executive Engineer, MD, UJS,dehradun
15 Jul 2023
21 Jan 2023
4 Feb 2023
21 Jan 2023
3 Feb 2023
28 Jan 2023
24 Jan 2023
Development of Tubewell, Reparing of OHT, Laying of Pipe Line work, SITC of Pumping Plant material and related works under Abdullapur Water Supply Scheme
Transportation of suitable truck mounted rig machine, air compressor, OP unit, Camp equipage, connected T&P and necessary accessories, casing pipe, tube e well assembly housing pipe etc including loading, unloading creation and leveling of rig machine upto site of work etc complete in all respect as per direction of Engineer in charge, required for drilling and development of T/W.
Erecction and Leveling of rig machine at site of work
Drilling of 550 mm dia bore by heavy duty direct rotary Rig machine in alluvial, boulders, pebbles, rocky stone, sticky clay etc from ground level upto entire depth for 300 mm dia linear assembly.
Procurement of TW Assembly as below - 300 mm dia bia MSERW pipe 7.90mm thick - (a) Blind and Threaded
(b) Slotted & Threaded
300 mm Dia Bail Plug
300 mm Dia MS well cap, 8 mm Thickness
300 mm Dia MS clamp with nuts & bolts
Supply of pea gravels of size 1.6 mm to 4.8 mm and Surrounding of pea Gravels in between bore and tubewell assembly upto entire depth of tubewell ordered by the department
Development of T/W by 350 PSI/1400 CFM air compressor unit to the satisfactory of Engineering in Charge to give sand freee discharge and proper packing of pea Gravels at least for 70 Hrs
Development of T/W by the suitable submersible OP unit complete with lowering and lifting of pumping plant having suitable discharge including running of OP unit and yield testing of tube well by V notch at least for 30 Hrs to the satisfaction of Engineer In charge.
Geohydrological survey of site
Arrangement of water for drilling of bore
Chemical and Bacterological testing of water
Pump and Related Electrical Items. - Supply of Energy Efficient Submersible Pumpsets of various duty parameters, Make KSB - Tube well (Pump of 350 LPM dischage at 85 m head with 15 HP electric motor (TW to OHT-150 KL)
Supply and installation of Dry Auto transformer start ATS type starter cum panel for submersible motors including capacitor . For operation on 400 volts+/- 10% three phase 50 c/s AC supply complete with Cu bus bar, internal interconnection and comprising of AUTO TRANSFORMER STARTER , Electronic over load, Single phasing, reverse phasing protection relays and under and over voltage protection. With Metering & Protection calss CT, Time Delayed Capacitor duty contactor operated LT power capacitor, single phase preventor, indicating lamp, door switch with complete internal connection by copper wire & should be suitable to integrate Multi function power meter for following duties of Pump motors. - 5-15 HP
Pumping Plant accessories for tube wells including earthing material, piping & valves, gauges, required tools for maintenance, chain pully block, 2 ton capacity, rubber resistance sheet, testing of plant at site and painting entire insttlalation etc. as per unit estimate complete.
Industrial Grade electrification of Pump House and Pump House Camps with Copper wiring in UPVC conduit.
SITC on Turnkey Basis for fully Automatic Pump automation control panels of different capacities having intelligent unit having "FIELD PROGRAMMABLE LOGIC CONTROLLERS BASED , scada Operated Pump motor start , run , control , protect against faults automatically operated control & management system for Supervisory control and Data acquisition system at pumping water supply schemes & 2 Years Free of Cost. A.M.C for warranty period of following duties as per specifications sheet enclosed & suitable for integration in the existing system including cartage from works from works of manufacturer up to site of work. - 15 HP
Supply Installation testing and commissioning three phase digital rolling contacts SERVO voltage stabilizers suitable for unbalanced voltage and unbalance load including fixing of proper size copper lugs on input and out put cables on both ends at different sites on turnkey basis including five year cost free maintenance. Input voltage 280V‐460V (phase to phase) Servo Voltage stabilizers 330-460 ( 40 KVA)
INJECTING DOSER - Supply, Installation, Testing and Commissioning of Microprocessor based chemical dosing system suitable for providing automatically variable controlled dose of chemical to maintain required PPM of chemical with required accessories and 200 litres tank, wall mounting suitable for delivery up to 8 litters of chemical solution /sodium Hypo chloride solution per hours under maximum delivery pressure up to 5 kg/cm2 and Suction lift not less than 1.5 meter with accessories (i.e. Valve, Nozzle,200 litres PVC Tank etc complete)
2.0 Raw Water Rising Main & (OHT/ GLSR / CWR) Outside Village Water Supply Works - Pump House - Supply of all Materials, Labours etc. and Construct a Pump House With Size (3.50 m x 4.50 m) Above HFL on column along with attendant Room cum Chloronome in size (2.50 m x 1.30 m) Over Tube Well as per Design and Drawings, including Cost of all Labour & Fitting all Complete.
Earthwork for Cutting , filling and disposal of surplus earth (Rising main) - Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift 1.5 M and lead up to 30 M with backfilling , watering, ramming of excavated earth in the trenches - Excavation in soil mixed shingle boulders etc for pipe line trenches including lift 1.5 M and lead up to 30 M with backfilling , watering, ramming of excavated earth in the trenches
Providing and laying of pipes (Rising Main) - Providing and Laying Double flanged (Screwed / Welded) Centrifugally Cast(spun) Ductile Iron Pipes of Class K-9 with true alignment & Jointing of full length including supply of packing confirming to iS: 5382 -1985 with testing of pipe line complete..- DI Double Flanged Pipe K-9 - 100 mm dia DI K-9 Pipe
Supply of Specials @10% of the cost of pipes at Sl .No. 1
Valves & Valve Chambers (Rising Main) - Supply and Fixing of following sizes of sluice valves, lowering them into trenches and fixing the same on water supply line including cost of valves, specials labour T&P complete in all respect but excluding the cost of excavation and chamber. Non Rising (P.N 1.60) - D.I. Sluice/ Gate Valve - Pressure PN 1.60 - 100 mm dia
Installation, testing and commissioning of DI Valves as per engineering norms anywhere in Uttarakhand.- D.I. Sluice / Gate Valve - 100 mm dia
Constructing masonry Chamber for sluice valve (900x900) mm with a floating coat of neat cement complete as per standard design :With F.P.S. bricks
Constructing masonry Chamber (450x450)mm for Air valve with a floating coat of neat cement complete as per standard design : With F.P.S. bricks
Flow Meter (Rising Main / Gravity Main) - Supply.Installation,Testing and Commissioning of Full Bore Electromagnetic Flow Meter for Lines of following Sizes Comprising of Flow Tube Sensor with Transmitter cum Display unit and facility to provide data communication signal over Modbus 485 Port Pulse output and 4-20mA Signal ou tpu t with Flanges, Clamps etc.- At Source - 100 mm
Over Head Tank / GLSR - Supply of all the materials, labour, T&P etc. complete and construction of an O.H.T. of following. Capacity and .. M staging with 1.00 m R.C.C. Stair Case from G.L. to balcony and from balcony to top dome 1m x 1 m R.C.C landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65 x 65 x 5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank. M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, over flow and washout pipes with necessary sluice valves, pipe pieces( including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. Cover, ventilator column etc. complete with approved water proofing (apex) / enamel paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8 MT/Sqm and staging 12.00 metre.- Repairing Cost of the OHT of different zone - 150 KL CAPACITY
Thrust Block - Construction of Thrust Block of size 0.75 x 0.85 x 0.85 m complete in all respect. As per direction of Engineer-In-Charge
Testing of pipe samples
Cartage of pipe and special from Rail Head to site of work complete.
BOUNDARY WALL, STAFF QUARTER AND GATE - Supply of all materials, labour T&P etc. for construction of boundary wall as per departmental type design at water works required for proper completion of work.
Supply and fixing of 3.60 m wide main gate & 1.20 m wide wicket gate including construction of pillars as per departmental type design including supply of all materials, labour, T&P etc. required for proper completion of works.
Distribution Network & Related Components - Dismantling of Road - For Pipe Laying - Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (As Per attached Sheet) - Total Quantity of flexible pavement
Katchcha Patri Road (As per attach Sheet) - Total quantity of katchi Patri
Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 m, stacking serviceable and unserviceable materials separately (As per attach Sheet) - Total of CC road
Restoration of Road - For Pipe Laying - Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type PCC Grade M-30, Coarse and fine aggregate conforming to IS: 383, maximum size od coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges. steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes , compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
Earthwork for Cutting , filling and disposal of surplus earth (Distribution network) - Excavation in soil mixed shingle boulders etc for pipe line trenches including lift 1.5 M and lead up to 30 M with backfilling , watering, ramming of excavated earth in the trenches
Providing and laying of pipes (Distribution network) - Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lengths of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials.(All zones) - Total of all Zones - PE-100 Grade. Normal Pressure (PN) in 10 kg/cm2 - 63 mm dia pipe
90 mm dia pipe
Interconnection of new pipe line to existing pipe line including necessary cutting, supply and Installation of required specials fittings all as per direction of Engineer-In- Charge. For Dia 100-125 mm (All zones)
Valves & Valve Chambers (Distribution network) - Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent) PN 1.0 - Total of All Zones - D.I. Sluice Valves - Pressure PN 1.0 - 65 mm dia
80 mm dia
Installation, testing and commissioning of DI Valves as per engineering norms anywhere in Uttarakhand.- D.I. Sluice / Gate Valve - 65 mm dia
80 mm dia
Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Scour valves of approved make & design standard of following dia complete including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent) PN 1.0 - Total of all Zones - D.I. Scouring Valve PN-1.0 (TOTAL OF ALL ZONES) - 65 mm dia
Installation, testing and commissioning of Sluice valve (Scouring purpose) as per engineering norms anywhere in Uttarakhand. - D.I. Sluice Valve {Scouring purpose) (PN·1.00l - 65 mm dia
Supplying and Fixing of Fire Hydrant Valve IS 5290 (Flanged) Including carting the same up to site of work and fixing the same and water supply line Including the cost of valves,specials,labour and T&P Complete in all respect. - 80 mm diameter- Total of all zones
Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for scour sluice valve , with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
Flow Meter - Providing, installation, testing and commissioning of Electromagnetic Flow Meter etc. including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Electromagnetic Flow Meter including cutting the existing pipe line etc. complete in all respect as per technical specification and as per direction of Engineer.- Total of all Zones - EMF150 for DN 150 mm
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Bulk water meter, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.
Barricading and Display Board - Providing and erecting 2.00 metre high temporary barricading at site: each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube osts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fi xed with 30x5rnm MS flat by suitable welding/riveting . The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m.
House Connections - Providing and making house service connections from water supply distribution GI pipe line up to water meter chamber inside the property using GI pipe up to 5 metre length including supply and fixing of electrofusion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works - 15 mm
Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.G.I. PIPE CONFORMING TO IS : 1239(PART-1).Heavy Duty (Class 'C'). (It will be used for those houses which are located beyond 5 meter from taping point) - 15 mm dia
Supply of all labour, material required for restoring of existing house connection which might be damaged during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. 15 mm size water connections. - Total of all Zones
M/S SHARMA ENTERPRISES
M/S NAGENDRA SINGH PUNDIR
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