Construction of urban water supply scheme comprising of construction of Tube Well,OHT and Pipe Line work for Ward no. 7 and 8 Amaun Khatima

Rates for Construction of urban urban water supply scheme comprising of construction of Tube Well, OHT & Pipe Line work for Ward no. 7 & 8 Amaun, Khatima

Supply Main & Distribution work

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge :bituminous road

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer - in -charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches or into the sides between foundation trenches or into the plinth and removal.

Providing, Lowering into trenches with true to alignment. Laying & Jointing of full Length of HDPE Pipes of specified grade as per IS:4984-1995 and specifications with testing of pipe line including supply of jointing materials.(PE-100 Grade, PN-6/PN-8(6.0/8.0Kg/Cm2) Normal Pressure (PN) in 6.0/8.0 Kg/Cm2 63mm PN6

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yet 210, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Adore, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc. complete. 300 mm dia (4.8 mm thick)

350 mm dia (4.8 mm thick)

Carting , laying , jointing ,fixing ,and testing of 200mm diameter Plain ended fin cut type M.S.E.R.W pipes by electric welding in trenches under ground, etc. complete.

125 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

Fire hydrant valve conforming to IS: 5290 in position including all material, labour, T&P etc complete.

Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation 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 ) 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 7.5for sluice valves 50mm & 65mm

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

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 :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

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 :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

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

Construction of RCC OHT work

Supply of all materials, labour, T&P etc and construction of R.C.C. O.H.T. of following capacities ( in kiloliters ) and 12 m. staging with 1.00 m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1m x 1m R.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 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 fixiing of outlet, inlet, over flow and wash out 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) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT / M2 and staging 12.00 metre. For 800 KL

Additional rates for staging per meter height beyond 12 m height including cost of all material, labour,shuttering, scaffolding T&P complete for following capacity ( in kiloliters ) Over Head Tanks. 6 mtr staging

Pump house cum Boundary wall work

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.

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. (Site development)

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.

Providing and laying in position cement concrete of specified grade (1:4:8) with cement, coarse sand and graded stone aggregate of 40 mm nominal size in foundation bed excluding the cost of centering and shuttering - All work up to plinth level :

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 damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)

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

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)

Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform

Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers

Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts

Centering and shuttering including strutting, propping etc. and removal of form for foundation raft and tie beam

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement : 4 coarse sand)

40mm thick DPC in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar.

Steel reinforcement for R.C.C. work using Mild steel and Medium Tensile steel bars including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (1.00% of R.C.C work)

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitered and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel

Providing and fixing M.S. grills of required pattern in frame fixed to windows, ventilators by welding

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

12 mm thick cement plaster over brick work of pump house and chlorine room in the proportion of 1:6 of cement and fine sand

Provide 15 mm thick plaster in 1:6 cement and sand mortar (Rough &.plain both sides

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)

Providing and fixing glass strips in joints of cement concrete floors 40 mm wide and 4 mm thick.

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 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6 mm for diagonal braces.

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Sal wood

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, 30 mm thick sheesham wood shutters

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. With 12 mm mild steel U beading

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.

Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws/nut bolts etc. complete. Door size 125x65x2.12 mm

window size 100x58x1.90 mm

Providing and fixing ISI marked oxidised M.S. sliding door bolts with necessary screws/nut bolts etc. complete. 300x16 mm

Providing and fixing ISI marked oxidised M.S. tower bolt with necessary screws/nut bolts etc. Door size 150 x 10 mm

window size 100 x 10 mm

Providing and fixing ISI marked oxidised M.S. handles size 125 mm conforming to IS:4992 with necessary screws etc. complete :

Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)

Provide acrylic smooth exterior paint (two or more coats) to give an even shade.

Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture

Supply and fixing of 4mm thick plane glass panes on window's including supply of nails and putty etc all complete.

Supply of RS Joist (ISLB 300) 300 mm X 150mm & 9.40 mm thick size & 4.00 m long and fixing with 1:2:4 PCC over columns in positions

Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 450x 300 mm with single 15 mm C.P. brass pillar tap

Providing and fixing G.I. pipes complete with G.I. fittings and clamps/c cutting and making good the walls etc. Internal work.15 mm dia nominal bore

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :15 mm nominal bore

Supply and fixing of PVC pipes for waste water and sewer pipes. 75 mm diameter

Supply and fixing of PVC pipes for waste water and sewer pipes.110 mm diameter

Wiring for light point/fan point/exhaust fan piont/ call bell piont with 1-f sq.mm FRLS 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 piont with 1.5 sq.mm FRLS PVC insulated copper conductor single core cabble etc as required. (Group B Long Discription)

Wiring for light/power plug with 2x4 sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit alongwith 1 No. 4 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.

Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required

Supplying and laying 25 mm x 5 mm G.I. strip at 0.50 meter below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer at 50mm)

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 Kind of Soil

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)

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand). - For Brick Edging

Filling available excavated earth (excluding rock) in trenches, plan sides of foundations etc. in layers not exceeding 20cm in de consolidating each deposited layer by ramming and watering, up to 50 m and lift upto

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 : 4 graded stone aggregate 20 mm nominal

Electrical & Mechanical works

Transportation of heavy duty drilling machine with all T&P and plant up to the site i.e.

Erection & levelling of rig machine at site of work

Drilling of bore upto 150 mtr. depth below ground level in a all type of solt/underground condition with DC/RC rig machine or suitable method suitable to discharge as desired with disired bore dia as per instruction of engineer-in-charge.

Procurement of TW assembly as below 300 mm dia MSERW plain pipe 7.90mm thick Blind & thread

300 mm dia MSERW slotted pipe 7.90mm thick

300 mm dia bail plug

300 mm dia MS well cap

300 mm dia MS clamp with nuts & bolts

Supply of pea gravel of size 1.6mm to 4.8mm

Surrounding of pea gravel in between bore and tube well assembly upto entire depth of tube well ordered by the department.

Prepairing & lowering of tube well assembly starting from G.L. to the required depth including cutting, welding as required at site complete with all T&P required Fixing of 300mm dia bail plug with nut & Bolt.

Lowering of 300mm dia MSERW housing pipe (plain & slotted pipe) as required.

Fixing of 300mm dia, 8mm thick tube well cap

Fixing of 300mm dia MSDI housing clamp

Dismantling of rig machine & clearance of site after satisfactory completion of work.

Development of tubewell by air compressor 1400/1100 CFM 350/250PSI

Development of tubewell by the suitable submersible O.P. unit to get the sand free discharge.

Pumping Plant works

Supply of submersible pump and motor set of 1500 LPM discharge at 60 m head

Supply of submersible copper cable size 1x3x25 sq. mm

Supply Main piping and valve as per specification and site

Supply of Pressure gauge with Fitting

Supply of chain pully block having capacity 3 Tonne capacity 4 mtr lift spire gear tested on 4.5Ton load.

Supply of chemical earthing material for pumping plant including earth electrode, aluminium earth strip etc as per I.E. rules.

Supply & fixing of H.R.C. main switch 3pole with neutral link in 200 amp. 440 voltage A.C.

Supply of Rubber Insulation sheet 1 Mtr.x2Mtrx0.025Mtr.

S/o 50 KVA fully automatic Servo Control Voltage Stabilizer suitable for regulating incoming voltage 320 to 480Volt , outgoing voltage 415Volt with change over switch and 3Core copper cable.

Supply and fixing of Electronic type dosing system complete with solenoid coil actuated pulsar circuit, diaphragm & electronically pulp capable of delivery max, 4LPH at 5.5kg./cm2 pressure operated 220Volt single phase A.C. Supply along with chemical injection device and 100Ltrs capacity of media tank complete with accessories.

Liquid Chlorine required for six monts maintenance

Supply of chlorine texting kit

Supply of special tools and spanners with 2 Nos. chain wrench

Installation, commissinoning & testing of pumping plant and all accessories

lntelligent GSM based Mini Remote Terminal Units/PLC with analog and digital parameters and features as specified mini T.W. and transmit data on GSM backbone. GSM based wireless Communication system capable to transfer and gather data from remote sites to master Control Stations (Voltage, Current, Power factor, Pumping running Hour etc.) with 6 Amp. Automatic Voltage stabilizer including high and low cut and isolation transformer.

Erection, testing and commissioining and modification of starter with AC and DC

1 Month Trail running and 5 months maintenance including watch ward

Supply, installation, testing and commissioning(SITC) on turnkey basis for Fully Automatic Pump automation control panels of different capacities having "FIELD PRROGRAMMABLE 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 & 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 including cartage from works of manufacturer upto site of work:-40HP.