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Tender Value
Refer Docs
EMD Value
₹1,770
Closing Date
29 Nov 2024, 5:00 pmClosed
Executive Engineer
Office Executive Engineer Uttarakhand Jal Sansthan Ramnagar
Construction Testing and Commissioning of Vijaypur Dhamola MVS Water Supply Scheme at Kotabagh Block District Nainital.
2024_UKJS_77971_2
2491/E-Nivida/67 Date 08/11/2024
Open Tender
Civil Works
Item Rate
Ramnagar
Reference to tender
2 documents required · 2 mandatory
₹62,000
EE UJS Ramnagar
₹1,770
Ramnagar
5 Dec 2024
18 Nov 2024
30 Nov 2024
18 Nov 2024
29 Nov 2024
18 Nov 2024
20 Nov 2024
Pump and Related Electrical Items.
Supply of Energy Submersible Pumpsets of various duty parameters, as per IS:8034-2002 and IS9283-1995 BPH 333/7 +HBC 413 (KSB) Pump of 500 LPM dischage at 130 m head with 40 HP electric motor (TW-1 to OHT-1A)
Supply of 7.5 tone Cap. And 10 m lift chainpulyblok
SCADA SYSTEM - Supply, Installation, Testing and commissioning (SITC) on turnkey basis for Fully Automatic Pump atomation 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 punching water supply schemes & Two 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 work of manufacture upto site of work:-50 HP
INJECTING DOSER - Supply & Installation of Electronically controlled,Electricallyactuated,diaphragmoperated,chemical metering pump,wall mounting suitable for deliveing up to 6 Litres of chemical solution/sodium hypochlorite solution per hour under maximum delivery pressure up to 6.0KG/cm2 and suction lift not less than 1.5 meter with accessories.
Pump House - Excavation of earth in foundation in soil mixed Shingle, bajri etc. including lift upto 1.50 M. and lead upto 50 M. filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 M from the centre of the foundation treches, including labour, T&P etc. all complete.
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
First class brick work (one brick thick) in 1:6 cement and coarse sand including supply of all material, labour, T&P etc. complete (IN FOUNDATION AND PLINTH)
12 mm thick plinth plaster 1:2 PC Mortar.
First class brick work (one brick thick) in 1:6 cement and coarse sand including supply of all material, labour, T&P etc. complete in super structure including necessary cutting & moulding of bricks as required & also including honey comb brick work.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
12 mm thick P.C Plaster 1:6 cement and local sand mortar including supply of all labour material, T&P etc. all complete.
Same as above but rough cast finish plaster in 1:4 cement and coarse sand.
R.C.C 1:1.5:3 with cement, coarse sand and 20 mm gauge sotne ballast in lintatals sunshades doors and window sills excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.5 mm thick binding wire including supply of all materials, labour, T&P for proper completion of work.
Centering& Shuttering for slab, sill & sun shead
TMT steel or iron work in plain work such as R.C.C work wrought to required shape including supply of steel & its bending.
Mild steel or iron work in heavy sections & sizes as door frames window to required shape including supply of steel sections, hinges, nuts & their fixing required for proper completion of work.
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
Same as above but 25 mm thick PCC 1:2:4 flooring over 75 mm 1:4:8 base concrete.
Providing and fixing panelled or paneeled glazed shuters for door window 35 mm thick shutters.
Providing and fixing panelled or paneeled glazed shutersfor window 35 mm thick shutters.
Painting or warnishing new iron work or wood with one coat of primer & two coats of approved quality paint or varnish including supply of all materials, labour, T&P etc required for proper completion of work.
White washing 3 coats including supply of all materials, labour, T&P etc. required for proper completion of work.
Distempering with oil bound washable distamper of approved brand 2 coats with primer.
Supply and fixing of RS joist of 250 mm x 125 mm size and 4.1 m long in position.
Supply and fixing of Himachal stone tille in outer side of wall upto door level of pump house.
Supply and laying kota stone tile in floor.
Supply and fixing of Khapral in sloppy roof slab of Varandah.
Supply and fixing of white ciremictile in inner side of wall upto door level of pump house.
Boundry wall - Earth work in excavation by manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of side and ramming of bottoms, lift upto 1.5 m including getting out the excavation soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
Ordinary rock
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)
Ist class Brick work 1:6 in foundation including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work
Ist class Brick work 1:6 in super structure including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work
PC plaster with cement mortar in 1:6 (one cement and six local sand) minimum thickness 12 mm including raking of joint upto 1.27 cm 10 1/2 '' depth and also including supply of all materials labour T&P and require for proper completion of the work
Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
Centering shuttering including struttings, propping etc. and removal of form work Lean Concrete
Iron Gate - Earth work in excavation by manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of side and ramming of bottoms, lift upto 1.5 m including getting out the excavation soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
Ordinary rock
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)
Ist class Brick work 1:6 in foundation including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work
Ist class Brick work 1:6 in super structure including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work
PC plaster with cement mortar in 1:6 (one cement and six local sand) minimum thickness 12 mm including raking of joint upto 1.27 cm 10 1/2 '' depth and also including supply of all materials labour T&P and require for proper completion of the work
M.S. work in heavy size such as build up gates doors, frames etc wrought to required from including drilling of holes revanting of welding share necessary and also including supply of steel bolts, nuts etc and their fixing required for proper completion of work
Acrylic smooth exterior paints three coats on pillars
Painting two coats of approved paint over one base (priming coat) on new surface of Gate and Pillars
Centering shuttering including struttings, propping etc. and removal of form work For CC work
EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (RISING MAIN) - ExcavationinPipeLineTrenches(OverAllQuantityi.e.OrdinarySoil and soil mixed with Single boulders) Excavation in Pipe Line TrenchesExcavation in soil mixed with Single bouldres etc. requireing the use ofspecialsT&P,ifany,forpipelinetrenchesincludingliftupto1.5Mandleadupto30Mwithbackfilling,watering,rammingofexcavated earth in the trenches.
PROVIDING AND LAYING OF PIPES (RISING MAIN) - DI conforiming to IS:8329/2000 Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes by overlap fusion joint including supply of 'EPDM' rubber gaskets conforming to IS:5382-1985 with testing of pipe line complete. MSERW PIPE - 4.8mm thick 200 mm dia DI K-7 Pipe
Supplying, Installation, testing and commission in go f Non Return Valves Including Carting the same up to the site of work as per engineering norms anywhere in uttarakhand C.I. D/F Non Return Valves Pressure PN 1.0 200 mm dia
Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar1:4 (1cement:4coarses and) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom dia meter and 180 mm deep (inside) with chained li dand RCC top slab 1:2:4mix (1cement: 2coarse sand: 4 graded stone aggregate 20 mm nominal size) ,i/c necessary excavation, foundation concrete 1:5:10 (1cement:5finesand:10graded stoneaggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1cement:3coarsesand) 12 mm thick, finish ed with a floating coat of neat cement complete as per standard design :With common burnt clayF.P.S.(non modular) bricks of class designation 7.5
Excavation in soil mixed with shingle bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling,waterring and ramming of Excavated earth in the trenches.(75% of Total Quantity)
PROVIDING AND LAYING OF PIPES (DISTRIBUTION MAIN) - Supply, Laying, Jointing, Field Testing, Commissioning complete at site of HDPE (PE100 Grade Coumpound) Pipes as per IS:4984 and specifications for water application, including all cost of material, labour required, transportation, loading, unloading & stacking Normal Presure (PN) in 10 Kg /sqm mediam duty class b 63 mm dia HDPE pipe
110mm dia HDPE pipe
125 mm dia HDPE pipe
75 mm dia HDPE pipe
90mm dia HDPE pipe
125 mm dia HDPE pipe
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, 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. For in line pressure Transmeter in distribution network.
Flow Meter - Providing and fixing enclosed type watermeter (bulktype) conforming toIS:2373 and tested by Municipal Board complete with bolts, nuts, rubber in sertions etc.(The tail pieces required will be paid separately) : At Distribution For DMA 75 mm dia nominal bore
90 mm dia nominal bore
125mm dia nominal bore
Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber in sertionsetc.complete conforming to IS : 2373 75 mm dia nominal bore
90 mm dia nominal bore
125mm dia nominal bore
Installation of Bulk Water meters &stariners 75 mm dia nominal bore
90 mm dia nominal bore
125mm dia nominal bore
Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, 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
New Private Connection (15 m) for 46 Nos. - Excavation in soil mixed with shingle bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling,watering and ramming of Excavated earth in the trenches
Paroviding of C.I. mouth, brass ferrule 15 mm dia
Making ferule connection in the existing main of G.I. AC PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of GM ferrule including tapping the main, but excluding the cost of earth work and cost of all materials
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. 15mm dia pipe
C.P. Brass bibcock 15 mm
MS clamp 125mm dia/80mm dia with 15mm dia socket
GI elbow 15mm dia
GI Union 15mm dia
Support Structure for FHTC connection to provide strengthing .structure might be of brickwork with plastering or by using 90mm dia PVC pipe filled with concrete as per the engineer -
Voltage stablizer - Supply, installation, Testing and commissioning of Three Phase Digital rolling contact servo voltage stabalizer suitable for unbalanced voltage and unbalanced load including fixing of proper size copper lugs on input and output cabels on both ends at differnt sits on Turn key basis including five year free maintaince Input voltage 280-460 volts(phase to phase Capacity 63 Kva
V' NOTCH CHAMBER:(Size 3.1 M × 1 M) - Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mmnominal size)
Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
Cement concrete flooring 1:2:4. 40mm thick with 20mm nominal size stone aggregate
12 mm cement plaster 1:4 (1 cement : 4 fine sand) 100
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (Supply & Fixing of "V" Notch)
INTERNAL ELECTRIFICATION OF PUMP HOUSE CUM ( WIRING POINTS) - Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. Group A
Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings).
MAINS & SUBMAINS - Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required 2 X 4 sq. mm + 1 X 4 sq. mm earth wire
2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
DISTRIBUTION BOARDS, SWITCHES & MINIATURE CIRCUIT BREAKERS Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps
Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2 + 4 way, Double door
S/F of power plug with 15amp. 250 volts flush type sockets in suitable M.S. box of 175mm×100mm size with bakelite sheet cover 3mm thick fixed with brass machine screws & washers complete in all respect.
LIGHTING FIXTURES AND FANS FITTINGS - S/F of 1200mm long box type florescent tube light fitting suitable for 1*40 watt complete etc. (Cat-A) Philips etc.
Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
S/F of ceiling fan with all respects.
S/F of 150watt sodium lamp street light with bracket & clamps in all respect.
S/F of Bulk Head fitting complete in all respect.
Submersible Pumping Plant and Accessories for Tubewell - S/o Submersible copper cable size 16 sq.mm
S/o Main piping and valve with all accessories of 80mm size i.e. sluice valve 2 Nos., reflex valve 1No., Tee 1No., Bend D/F pipes and 80mm dia M.S. column pipe with top pipe in 3mt. Length, complete with interlocking arrangement 60Mt
M.S. column pipe 80mm dia (7.1mm thick) with top pipe in 3mt. Length, complete with interlocking arrangement.
S/o Pressure gauge with fitting
S/o Chemical earthing material for 15 HP pumping plant including earth electrode, aluminium earth strip etc as per I.E. rules.
S/o Main Switch 63 Amp
S/o Rubber Insulation sheet 1 Mt.x2 Mt.x .025Mt
Liquid Chlorine required for six month maintenance
S/o Chlorine Testing Kit
Supply of Special tools and spanners with 2 Nos. chain wrench
Internal & external Electrification of Pump house
M/S LUCKY CONTRACTOR (BID ID -346926)
M/S AB ENTERPRISES (BID ID -347139)
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