Reorganisation of Primary Pathshala Pumping water supply scheme Bhupatwala

TW Transportation of suitable truck mounted rig machine, air compressor, OP unit, camp equipage, connected T&P and necessary accessories, casing pipe, tube well assembly housing pipe etc. Including loading, unloading creation and leveling fo rig machine upto site of work etc. Complete in all respect as per direction of Engineer in charge required for drilling and development of TW.

(i) Erection and leveling of Rig machine at site of Work.

Drilling of 550 mm dia bore by heavy duty direct rotary Ring machine in alluvial, boulders, pebbles, rocky stone, sticky clay etc from ground level upto entire depth for 250 mm dia linear assembly.

Procurement of TW assembly as below (i) 300 mm dia MSERW pipe 7.90 mm thick (a) Blind & Threaded.

(b) Slotted & threaded.

(ii) 300 mm Dia Bail Plug.

(iii) 300 mm Dia MS Well cap.

(iv) 300 mm Dia MS Clamp with nuts & Bolts.

(v) Supply of pea graval of size 1.6 mm to 4.8 mm

(vi) Surrounding of pea Gravels in between bore and tube well assembly upto entire depth of tube well ordered by the department.

Preparing & lowering of tube well assembly starting form G.L to the required at site complete with all T&P required. (i) Fixing of 300 mm dia bail plug with Nut & U-Bolt.

(ii) Lowering of 300 mm dia MSERW housing pipe (Plain & Slotted pipe) as required.

(iii) Fixing of 300 mm dia, 8 mm thick tube well cap.

(iv) Fixing of 300 mm dia M.S.D.I housing clamp.

Dismantling of Rig Machine & Clearance of site after satisfactory completion of work.

Development of T/W by 350 PSI/1400 CFM air compressor unit to the satisfaction of Engineering in charge to give sand free discharge and proper packing of pea Gravels at least for 70 Hrs.

Development of T/W by the suitable submersible OP units complete with lowering and lifting of pumping plant having 2000 LPM discharge approximate including running of OP unit and weld testing of tube well by V Notch atleast for 60 Hrs. to the satisfactory completion of work.

Supply of submersible pump set 75 H.P out put N.R.V size 150 mm 2000 LPM Total Head 72 Mtr.

Pump Plant & Acceseries Supply, testing, tagging, terminating and jointing of 3 core flat cable with bare bunched copper conductor insulated with PVC and sheathed with PVC for submersible pump motors with voltage grade upto 1100 V generally confirming to IS 694-2010 with latest amendments of the following size 25 Sqmm 03 Core. (Item No.1.04 of UJS table)

Supply installation, commissioning and testing of (SITC) on turnkey basis for fully Automatic Pump automation control panels of 100 hp capacity having " Field Programmable Logic Controllers based, SCADA Operated control & Run, control, Protect against faults automatically operated control and management System" for supervisory control and data acquisition system at pumping water supply scheme & two years free of cost A.M.C for warranty period.

Main switch, 100A with wooden board

M S column pipe (confirming IS: 1978/1982) Grade YST-210. Thik 7.1mm

Supply and fixing of flanged

Jointing material for wiring connection including lugs, thimble, insulation tapes etc.

Pressure Gauges with control cock & fitting, nipple, pipe, elbow etc complete- 20Kg/Sq Cm.

Supply, Installation, Testing & Commissioning of SIEMENS make Electromagnetic type Full bore Water Flow meter cum totalizer with Display cum programming unit suitable for line sizes as below & line pressure up to 15kg/cm2 suitable for Drinking water application & as per specifications sheet enclosed comprising of accessories for installation

Flow Tube of suitable line with Ebonite/Rubber |lining flange mounting type, Flow Transmitter cum totalizer 24v DC operated with 4-2OmA Signal output, Set of Flanges & Bolts, Nuts, Washers etc. for mounting in Pipe line, Set of 24V DC auxiliary power supply. Signal isolator, Signal cable, Remote Transmitter mounting clamp etc. for proper Installation & line size 150MM.

Earthing with G.I Earth plate including accessories and providing masonry enclosure with providing and fixing 25mmx5mm GI strip on surface or in recess for connections with charcoal, salt as required.

Supply of necessary tools and spanners .

Supply of 10 ton capacity and 4.5 mt. lift chain pulley block .

SITC OF MAIN POWER INCOMMER CONTROL 1 PANEL COMPRISING OF FOLLOWING -MCCB 250A, MAKE L&T-4P, CHANGEOVER 250A, MANUAL PHASE SEQ. CORRECTOR-250A, VAF METER, MOTOR DUTY MCCB-01- 200A, MCCB 01 NO.-100A, MCB-4P-63A-01NO., MCB-32A-2P 01NO.

Servo voltage stabilizer 125 kv (280 to 460)

Supply of Electronically controled,Electrically Actuated,Diaphragm Oerated, Chemical Metering Pump,Wall Mounting suitable for Delivering Upto 6 Litre of Chemical solution/Sodium Hypo chloride solution Per hour Under maximum Delivery pressure up to 6 Kg/cm2 & Suction Lift Not Less Than 1.5 Meter With accessories in following tube well .

Supply of all Materials, Labours, T&P etc. and construct a New Pump House with size (3.60 m x 3.0 m) as per design and drawings, including cost of all Labour & Fittings all complete. 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.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Plain Cement Concrete 1:3:6 with 20 mm gauge stone ballast, Course sand and Cement in foundation and floors, including supply of all material labour and T&P, required for proper completion of work.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal 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)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand)

R.C.C. 1:1.5:3 with Cement, Coarse sand and 20mm gauge stone ballast in Roof slab and sun shade etc excluding supply of reinforcement and its bending but including its fixing, binding cost of binding wire necessary centring and shuttering etc and moulds all other material, labour, T&P etc required for proper completion of work

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.

Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters

12 mm thick plaster in 1:6 Cement , Coarse sand mortar including supply of all material, labour and T&P.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections

Electrification of Pump House and Pump House Camps with Copper wiring in UPVC conduit. Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required.

Wiring for circuit/sub main along with earth wire with the following size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required. 2x2.5 sq. mm + 1x2.5 sq. mm earth wire

2x4 sq. mm + 1x4 sq. mm earth wire

Supply and fixing of metal box of 180 rnmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required.

Supply and fixing of following way S.P.N. sheet steel, MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/RCCB/Isolator)6 Way double door ,

Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required.

Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required.

Supply and fixing of 20 W LED tube light complete in all respect (Bajaj/Philips OR Equivalent make)

Supply in fixing of LED external lighting luminaries with mounting bracket etc. complete.

Rising MainExcavation 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.

Providing Of all Material With Carting to site of Work, Lowering Into Trenches With True To alingement Laying Of MS ERW Pipe Grade Yst 210 Jointing By electric Welding process with proper grade of electrode suitable for jointing of water supply pipe lines ( Andor, L&T or Equivalent Electrode ) By cutting of pipe and making required bends by welding completion of work with testing of the pipe etc Complete. 200mm (4.8mm Thk) Supply

Laying & Jointing

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 different types of valves.

(DISTRIBUTION MAIN) 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 upto a lead of 50 m, stacking serviceable and unserviceable materials separately

Excavation in Pipe Line Trenches Excavation in ordinary soil (loam, clay, sand) for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation trenches or in to the plinth.

Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type CC (1:2:4), coarse and fine aggregates conforming to IS: 383,maximum size ofcoarse aggregate notexceeding 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.

Laying & Jointing

Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I pipes confirming to IS : 1239 (PART-1) 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.Heavy Duty (Class 'C') 150mm mm dia pipe Supply

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 different types of valves.