Construction, Testing and Commissioning of Dharmpur MVS Water Supply Scheme at Jaspur Block

Rates for Construction, Testing & Commissioning of Dharmpur MVS Water Supply Scheme with Rising main, Distribution System , Construction of 250 kl OHT, Construction of 300 mm diaTubewell, Pump house with Attendant Room, Boundary wall & FHTC etc. at Jaspur Block.

(OHT capacity - 250 KL, Staging - 20m)

Supply of all Materials , Labours ,T&P etc. and Construction of RCC O.H.T of following capacities (In Kiloliters) and 12m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mm dia. G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow 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 pipe, 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 verticle pipes and specials assuming bearing capacity as 8MT/M2 staging 12.00 meter.

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

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 x160x180 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.

PUMP HOUSE WITH OPERATOR ROOM

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation, trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. - Ordinary rock

Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) grade - All work up to plinth level

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

Reinforcement cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) grade of Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. - for Thermo-Mechanically Treated bars

Centering and shuttering including strutting,ropping etc. and removal of form For foundation

For column

For beam

Slab, Chhajja

Edges of slab

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). In foundation upto plinth

In superstructure

40 mm thick DPC in 1:2:4 with cement sand and 20 mm guage stone mortar

Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. for window, ventilator and similar works. use angle, square bar, etc

Earth filling in to plinth

PCC 1:2:4 in to flooring

Provide 5mm thick glass strips

Provide 15 mm thick plaster

Weather coat painting

Painting on door and windows

Providing & fixing glass panes with putty and glazing clips in steel windows & ventilator all complete. With 4.0 mm thick glass panes.

Water Supppy& Sanitary installations

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 Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

Providing and fixing G.I. pipe complete 15 mm dia

Providing and fixing CP brass cock 15 mm

Supply & fixing of PVC pipe 75 mm dia

Supply & fixing of PVC pipe 110 mm dia

Provision of septic tank and soak pit including sewer line

Earth work in excavation by mehanical means

filling available excavated earth in trenches, plinth

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. - for Thermo-Mechanically Treated bars

Centering and shuttering including strutting,ropping etc. and removal of form

Brick works 1:6

Honey comb brick work 1:4

Filling brick ballast 90 mm to 40 mm size

12 mm cement plaster

cement concrete flooring 1:2:4

steel work welded in built-up section

(RISING MAIN)

Proving of all materials, carting from site store to site of work, owering 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 DI K-9 pipe confirming to IS:8329/2000 : 100 mm dia

providing push on joint to centrifugally (spun) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket 100 mm dia

Providing And laying D.I specials of class K-12 suitable for push on jointing as per IS 9523-2000 upto 600 mm dia

Excavation in ordinary Soil (loams,clay, sand) for foundation including lift up to 1.5m and lead up to 30m filling ,watering and ramming of excavated the earth into thr trenches or into the side between foundation trenches or into the plinth and removal

Distribution system

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, PE-100 90 mm

Dismantling manually / by mechanically means for bituminous road

Dismantling manually / by mechanically means for water bound macadam road

Dismantling & reinstatement of C.C. road Demolishing cc by mechanical means

Concrete tiles road Taking out existing cc interlocking paver blocks

Dismantling of existing structure

Laying old cement concrete blocks

cemente concrete of M-30 grade

Excavation in soil mixed with single 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, ramming of excavated earth in the trenches. 90 mm

Supply and fixing of following size of sluice valve 80 mm

Supply and fixing of following size of air valve double acting 50 mm dia.

Providing and fixing enclosed Type water meter (bulk type) conforming to IS: 2373 and Tested by Municipal Board Complete with bolts, Nuts, Rubber insertions etc. (The Tail Pieces if Required will be paid separately): 150 mm dia.

200 mm dia.

Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation 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) 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 :

Masonry chamber air valve 01 nos

eacavation by mechanical means

Brickwork 1:6

12 mm cement plaster of mix 1:4

12 mm cement plaster of mix 1:6

560 mm dia C.I. cover

House service connection 259 nos

Excavation in soil mixed with single 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, ramming of excavated earth in the trenches.

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 15 mm

Providing & fixing brass ferule with C.I. mouth cover 15 mm

Providing & fixing PTMT bib cock 15 mm

Making ferrule connection in the existing main of G.I, A C, PVC or any type of pressure mains with saddle piece, service connection specials fittings and supply & fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work.

MS gate with pillar 3.6 m wide

earth work in excavation by mechanical means

Brickwork 1:6 up to plinth

Brickwork 1:6 above plinth

Providing and fixing M.S holder bat clamp

RCC work using Mild steel and tensile steel

Steel work in welded in built-up section including cutting , hoisting fixing in position

12 mm thick plaster 1:6

Ponting on tile brick work with 1:3 cement mortar

provoding and fixing 40 mm dia G.I. conduit pipe

Finishing wall with deluxe multi surface paint

provoding and fixing 1 mm thick M.S. sheet sliding shutter with frame

Finishing wall with textured exterior paint

Providing and fixing Glass panes of 28 cm x 10 cm-2 nos

Construction of Boundry wall

earth work in excavation by mechanical means in foundation trenches or drain

Half brick work masonry with FPS bricks of class designation75 of 1:6

Brick work masonry with FPS bricks of class designation75 of 1:6

12 mm cement plaster of mix 1:4

Brick work with cement mortar 1:3

Finishing walls with texured exterior paint of required shade with two or more coats applied

Payment to be made per meter cost of total length of GI barbed wire corner post

Supply of angle iron post of required size

Dry brick on edge flooring in required pattern with brick of class designation 7.5 on a bed of 12 mm mud mortar

Supply and filling in plith level with sand including watering

Construction of 300 mm dia. 200 mt deep Tubewell

Transportation of suitable truck mounted rig machine, air compressor, OP unit, camp equipage connected T&P and necessary accessories, casing pipe, tubewell assembly, housing pipe etc. including loading, unloading, upto site of work etc. complete in all respect as per direction of Engineer in charge, required for dirlling and development of tubewell:

Erection and levelling of rig machine and camp equipage at site of work.

drilling of 550 mm dia bore by heavy duty rig machine including sinking,

Procurement of TW assembly as below

Supply of 300mm dia MS ERW blind pipe 7.9mm thick (as per Deptt. rate)

Slotted & threaded

300 mm dia Bail plug

300 mm dia MS well cap

300 mm dia MS clamp with nut bolts

Supply of pea gravel size of 1.66 mm to 4.8 mm

Surrouding of pea gravels in between bore and tubewell assembly upto entire depth of tubewell ordered by the department.

Preparing and lowering of TW assembly (MSERW Housing plain ended blind/slotted pipe of following sizes) strating from ground level to the required depth ordered by the department including cutting, welding as required at site complet with all T&P required. Fixing of 300 mm dia bail plug with nut bolts

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

Fixing of 300 mm diatubewell cap

Fixing of 300 mm dia MS dia housing clamp

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

Development of TW by 350 PSI/1400CFM air compressor unit to the satisfaction of Engineer in charge to give sand free discharge and proper packing of pea gravels, at least for 70 hrs.

Development of tubewell by the suitable submersible OP unit complete with lowering and lifting of pumping plant having 2000 lpm discharge approximate including running of OP unit and yield testing of tubewell by 'V' notch, at least for 60 Hrs. to the satisfaction of Engineer in charge.

Pumping plant & accessories for Tubewell

Supply of submercible pump set of 450 LPM 65 mtr head suitable for 300 mm dia assembly

spare pump set of same duty

Control panel cum ATS starter

copper cable 1x3x6 sqm

supply of piping valve & all accessories

pressure guage

chain pulley block of 3.0 tonne capacity

chemical earthing material

main switch 63 amp

rubber insulation sheet

25 kva fully automatic servo voltage stablizer

supply and fixing of electric type dosing system

Liquid type cholorine for 6 month

testing kit

supply of tools and spanner

Installation testing commissiong of pumping plant

Intelligent GSM based mini remote terminal units/PLC with analog and digital parameter

Erection testing commissioning of starter with AC and DC relays

Electrification of pump houser

1 month trial running and 5 month maintenance

Geetaram Saini