CONSTRUCTION OF HATIASUNI PARK AT MAITREE VIHAR, BHUBANESWAR.

125mm dia C. P. Grating.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Providing & laying CC of prop. (1:2:4) using 12mm to 20 mm nominal size down graded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Providing and fixing at or near ground level precast cement concrete in kerb stone of 300 x 300 x 150mm as per approved pattern and setting in position with cement mortar (1:3) (1 Cement : 3 Coarse sasnd), including the cost of required centering, shuttering etc. complete and direction of Engineer in charge.

Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing and laying 60mm thick inter locking paver blocks of approved shade, design having minimum compressive strength 35N/mm² over a layer of 50mm thick compacted sand laid over sub-base and compacted with vibrator including cost, conveyance, royalty and taxes of all materials complete and as per direction of Engineer-in-charge.

Painting Two coats of synthetic enamel paint over iron surface over a coat of primer of approved quality, sand papering, polishing the surface including cost, conveyance of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints and primer will be supplied by the contractor).

Supply and fixing of RCC Benchs of size 1.50 mtr. by the side of the path ways as per direction of Engineer-in-charge. (Bench size-1650mm x 900mm x 700mm)

Providing & laying plain cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size downgraded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Brick work with Fly Ash Brick in cement mortar ( 1:6) in F & P with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% immersing (well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.

Brick work with Fly Ash Brick in cement mortar ( 1:6) in Super Structure with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% immersing (well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.

Providing & laying CC of prop. (1:2:4) using 12mm to 20 mm nominal size down graded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Pebble dashed plaster with hard granite pebbles with cement plaster (1:4) including cost, conveyance of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Supplying of all pebbles including cost of pebbkls, loading and unloading etc. complete as required for the work complete as per direction of the Engineer-in-charge.

Providing & applying Two coat weather coat of exterior grade of approved make and shade an even finished surface over a coat of primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.

Supplying NP-2 of 250mm dia RCC pipe including cost of pipe including loading and unloading etc. complete as required for the work complete as per direction of the Engineer-in-charge.

Laying and fixing in position of RCC Spun pipe with collar jointed as per requirement at site etc. complete as required for the work complete as per direction of the Engineer-in-charge.

Security Shed - Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge (but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

Plinth Beam

Chajja

Lintel

Room Beam

Roof Slab

Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)

Brick work with Fly Ash Brick in cement mortar ( 1:6) in F & P with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% immersing (well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.

Brick work with Fly Ash Brick in cement mortar ( 1:6) in Super Structure with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% immersing (well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.

Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Supply, fitting and fixing of tiles in floors treads or steps and landing over 25mm thick bed of C.M. 1:1 (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles etc. complete including cost of all materials, labour etc. all complete as required for the work and direction of Engineer-in-charge.

Glazed Ceramic Floor Tile

Chequered Floor Tile

Supplying, fitting and fixing properly as per approved drawing and design and specification of M.S. grill in windows, the cost of hardware such as screws and welding if necessary to the windows as required for the work including cost, conveyance of all materials, required screws, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge .

Painting Two coats of synthetic enamel paint over iron surface over a coat of primer of approved quality, sand papering, polishing the surface including cost, conveyance of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints and primer will be supplied by the contractor).

Providing 6mm thick cement plaster in cement mortar of proportion (1:4) over even surface of RCC surface finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing 25mm thick grading plaster in C.C. (1:2:2) laid in proper slope over terrace roof slab by using two part of sand, one part of cement and two parts of 6mm size black hard crusher broken granite chips with addition of water proofing compound of approved quality to be mixed with specified ratio including watering, curing, cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. complete as required for the finished item of work as directed by the Engineer-in-charge.

Providing & applying Two coat weather coat of exterior grade of approved make and shade an even finished surface over a coat of primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.

Supplying, fitting and fixing of Window (Sliding Type) made of aluminum section 151-154, 151-155 as windows frame section as shutter frame with 5mm thick black glass as panel fittd with rubber beading friction stay including locking arrangement all cost of labour,T&P hire charges of drilling machine etc complet as per direction of Engineer-in-charge.

Providing and fixing natural anodized aluminium door,(frame and shutter) fabricated from extruded aluminium alloy section 9202 as per vertical member, 9201 as top member , anodized to 15 microns in silver satin mat finish, members confirming to ISI mark, partly paneled with 12mm thick pre-laminated exterior grade wood based graded ISI mark (ISI-12823) prelaminated particle board confirming to approved make, colour and shade, partly glazed using 5mm thick plain glass, including providing all necessary fittings, fixtures and handle, brass door lock, double acting floor spring, (shutter opening inside only)aluminium tower bolt, neoprine gasket, etc., as per drawing, and fixed to the walls or columns with lugs in cement concrete 1:2:4 cutting holes and mending good to all damages, including filling the gaps if any, between the frames and walls/columns, with appropriate sealant including cost of all materials, labour, conveyance, taxes, royalties, scafolding, direction of the Engineer-in-charge.

Back filling of with excavated earth/materials / moorum including laying in layers, ramming and watering well with initial leads and lifts T&P etc. complete as directed by the Engineer-in-charge.

Trellis - Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Providing & laying CC of prop. (1:2:4) using 12mm to 20 mm nominal size down graded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Supplying, fabricating, hoisting and erecting in position of M.S. Trellis of 100mm x 100mm x 5mm out of hollow tubular tross using medium and heavy section of different dimension confirming to IS specification fixing iin proper position including cost of all material, labour etc. as per drawing and direction of Engineer in charge.

Painting Two coats of synthetic enamel paint over iron surface over a coat of primer of approved quality, sand papering, polishing the surface including cost, conveyance of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints and primer will be supplied by the contractor).

Toilet - Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Brick work with Fly Ash Brick in cement mortar ( 1:6) in F & P with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% immersing (well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.

R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge (but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

Plinth Bend

Chajja

Lintel

Roof Slab

Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)

Brick work with Fly Ash Brick in cement mortar ( 1:6) in Super Structure with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% immersing (well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.

Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing 6mm thick cement plaster in cement mortar of proportion (1:4) over even surface of RCC surface finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing 25mm thick grading plaster in C.C. (1:2:2) laid in proper slope over terrace roof slab by using two part of sand, one part of cement and two parts of 6mm size black hard crusher broken granite chips with addition of water proofing compound of approved quality to be mixed with specified ratio including watering, curing, cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. complete as required for the finished item of work as directed by the Engineer-in-charge.

Supply, fitting and fixing of Glazed tiles in floors treads or steps and landing over 25mm thick bed of C.M. 1:1 (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles etc. complete including cost of all materials, labour etc. all complete as required for the work and direction of Engineer-in-charge.

Supply, fitting and fixing of tiles / Marbles in dados skirting and risers of step over 12mm thick bed of C.M. 1:3 (1 cement : 13 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles etc. complete including cost of all materials, labour etc. all complete as required for the work and direction of Engineer-in-charge.

Providing & applying Two coat weather coat of exterior grade of approved make and shade an even finished surface over a coat of primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.

Providing & applying Two coat weather coat of exterior grade of approved make and shade an even finished surface over a coat of primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.

Supplying, fabricating and installing the stainless steel door of 304 grade by using 30mm x 30mm x 1.6mm square pipe as three legged choukath frame. The SS door shutter made by using 16 gauge SS sheet and SS Jalli of 16 gauge in top most part of the door shutter, the door shutter frame is made with 30mm x 30mm x 1.60mm square pipe and 12mm square pipe of 16 gauge in horizontal supported by 3 pairs and 4 verticals to strengthen and to enhence decent look. The fittings with locking arrangements are also made in

Supplying, fitting and fixing properly as per approved drawing and design and specification of M.S. grill, the cost of hardware such as screws and welding if necessary to the windows as required for the work including cost, conveyance of all materials, required screws, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge .

Painting Two coats of synthetic enamel paint over iron surface over a coat of primer of approved quality, sand papering, polishing the surface including cost, conveyance of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints and primer will be supplied by the contractor).

the door. There is sign of Male and Female also made. It includes all transportation and installation etc. complete as per direction of Engineer in charge.

Water Supply - Supply and fixing of 1000 ltr. capacity Rotational moulded Polyethylene cylindrical vertical water storage tanks conforming to IS:12701-1996 in 1st floor over a staging of 60 cm with required Fly ash brick work, RCC beam and slab as per drawing and specification including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jam nuts, fixding Ball Valve etc. including hoisting up to a height of 5 meters above ground level and placing the tank to the required position etc. all complte as per specification and direction of Engineer-in-charge.

Supplying all materials, labour T&P and laying in trenches UPVC pipes confirming to ASTM 1785 Schedule-80 pipes and mending good the damages after laying as per site requirement etc. all complete including testing as per specification and direction of Engineer-in-charge.

25mm dia

Supplying all materials, labour T&P and laying in trenches UPVC pipes confirming to ASTM 1785 Schedule-80 pipes and mending good the damages after laying as per site requirement etc. all complete including testing as per specification and direction of Engineer-in-charge.

Supplying all materials, labour T&P and fixing to wall, ceiling and floor UPVC pipes confirming to ASTM 1785 Schedule-80 pipes and mending good the damages after laying as per site requirement etc. all complete including testing as per specification and direction of Engineer-in-charge.

Supplying all materials, labour, T&P, fitting and fixing of required size of Brass screw down stop cocks / G.M. Full Way Valves of following sizes and specification with leak proof threaded joints tightened with spun yarn and white zinc or any other method as required and directed including testing complete as per specifications and direction of the Engineer-in-charge including cost, conveyance, etc. complete.

25mm dia PVC Ball Valve

Supplying all materials, labour T&P and cutting holes and grooves through existing brick work, in RCC floor, roof up to 19 cms thick wall for thiking GI / PVC pipes and fittings and making good the damges to leak proof all complete and direction of Engineer in charge.

250mm thick wall

RCC slab up to 19cm thick

Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Groove cutting

Supplying all materials, labour T&P for constructionof 250mm x 250mm x 675mm size Gully Trap Chamber by F.A. bricks in C.M. (1:4), CP (1:3) with 150mm x 150mm PVC grating including labour and materials for fitting and fixing of 100mm dia square mouth PVC gully trap with supply of all jointing materials and encasing the gully trap with a block of C.C. (1:3:6) with 25mm size hard stone metal all complete with providing and fixing of 250mmk x 250mm precast RCC cover as per approved design and specification and as per instruction of the Engineer in charge including cost, conveyance of all materials to site complete and direction of Engineer in charge.

Supplying all materials, labours, T&P for constructing inspection chamber of 750cm X 750cm X 45cm with cement concrete (1:4:8) on bed with hard granite metal size 40mm and fly ash brickwork in cement mortar (1:4) in foundation and plinth, slab with supplying fitting and fixing of medium duty SFRC manhole cover, moulding and shaping the channel and benching with cement concrete (1:2:4) using 12mm size hg chips,12mm thick cement plaster in cement mortar (1:3) with punning to inside, cement plaster in CM (1:3) to outside the chamber including centering, shuttering, providing required quantity of MS rods and binding wires for reinforcement, bending, binding, tying the grills and placing in the proper position and drawing and design and PH specification including cost, conveyance, royalty, etc for all materials as per the drawing, design and direction of Engineer-in-charge.

Supplying all materials, labour, T&P, fitting and fixing UPVC SWR pipes & fittings of approved make confirming to IS-13592, both below and above ground level / floor and on walls including supply of bobbins, nails, screws, wooden cleats, pipe clips as per requirement, including earth work in excavation and fitting, including cuting walls and floor and making good the damages with cement concrete (1:2:4) with hard granite chips, incluidng scaffolding wherever necessary all complete as per the direction of the Engineer-in-charge.

110mm dia OD PVC SWR pipe

90mm dia PVC Nahani Trap

110mm dia PVC Door Bend

110mm dia PVC Bend PVC door bend

Providing and laying C.C. of proporation (1:4:8) in pipe line trench to lay PVC/SWR pipe lne using 40mm (1½) size C.B.B.H.G. metal of approved quality and from approved quary including hoisting, lowering, laying, concreting, watering and curing for required period etc. including cost, conveyance, royalties of all materials, cost of labour, T&P required for the work complete and as per the direction of Engineer-in-charge.

Type B-1 standard bedding in haunching

Supplying all materials, labour and T&P and cutting holes through existing brick or laterite stone masonry (250 - 375mm) for taking HCI / PVC pipes and fittings and making good to the damages to leaak proof etc. all complete and direction of Engineer in charge.1

Back filling of pipe line trenches with excavated earth/materials / moorum including laying in layers, ramming and watering well with initial leads and lifts T&P etc. complete as directed by the Engineer-in-charge.

SANITARY INSTALLATIONS - Supplying all materials, labour, T&P, fitting and fixing of Following sanitary fittings of standard make duly approved by Engineer-in-charge etc. complete with requisite testing as directed.

Squatting Urinal of 600mm x 355mm

Flat back Standing Urinal Medium.

EWS with Seat Cover

20 " x 16" W.H. Basin.

15mm dia C.P. Bib Cock Short Body

15mm dia C.P. Consealed Stop Cock.

15mm dia C.P. Angular Stop Cock.

15mm dia C. P. Pillar Cock.

15mm x 450mm PVC connection pipe

32mm x 800mm PVC Waste Pipe

32mm dia C. P. Waste Coupling

15mm dia Urinal Spreader

15mm dia C. P. Flange

15mm x 50mm dia C.P. Extension Piece.

Paver Pathway - Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Providing & laying CC of prop. (1:2:4) using 12mm to 20 mm nominal size down graded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Brick work with Fly Ash Brick in cement mortar ( 1:6) in F & P with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% immersing (well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.

Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Yoga Platform - Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Providing & applying Two coat weather coat of exterior grade of approved make and shade an even finished surface over a coat of primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.

Supply, fitting and fixing of Granite tiles in floors treads or steps and landing over 25mm thick bed of C.M. 1:1 (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles etc. complete including cost of all materials, labour etc. all complete as required for the work and direction of Engineer-in-charge.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Shed Structure over Yoga Pindi- Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with

initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

R.C.C. work of M-25 having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge (but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)

Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Column Footing

Construction / fabrication of shed structure made out of MS Hollow box section 150mm x 150mm x 5mm vertical post / Horisontal post along with 100mm x 100mm 5mm M.S. Hollow box section and M.S. Hollow box section 100mm x 100mm x 2mm section as required for the work etc. complete and direction of Engineer in charge.

Painting Two coats of synthetic enamel paint over iron surface over a coat of primer of approved quality, sand papering, polishing the surface including cost, conveyance of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints and primer will be supplied by the contractor).

Providing & applying Two coat weather coat of exterior grade of approved make and shade an even finished surface over a coat of primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.

Supplying, fitting and fixing of fastener / anchor bolt of 16mm dia 600mm etc. complete and direction of Engineer in charge.

Brick work with Fly Ash Brick( 25 x 12 x 8 cm) in cement mortar ( 1:6) in F & B with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% (free from cracks, well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.

Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge

Supply all materials and labour with poly carbonate sheet of 6mm thick in roof drilling hole in wind ties including fixing of ridge valley wind ties etc. including cost of all materials etc. complete as required for the work and direction of Engineer-in-charge.

Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Supply, fitting and fixing of M.S. Base plate of size 25mm x 6mm flat as wind tie with anchor bolt and M.S. 25mm base plate etc. complete and direction of Engineer in charge.

Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Brick work with Fly Ash Brick in cement mortar ( 1:6) in F & P with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% immersing (well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.

Brick work with Fly Ash Brick in cement mortar ( 1:6) in Super Structure with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% immersing (well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.

R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge (but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Parking Place - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of existing stumps of trees dead or cut earlier stacking serviceable material for use or auction within the road land & disposal of all unserviceable material including removal top 150mm thick organic soil away from the road land as under Clause no. 201 & Section 200, section 100 & Cl.112 of technical specification Part- I/II specification for Road & Bridge work of MORT&H (5th revision) including full compensation inclusive costs for all contingencies, incidentals involved for the finished operations defect free item work to specification complete & direction of Engineer-in-charage.

Filling Foundation and Plinth with excavated earth/materials / moorum including laying in layers, ramming and watering well with initial leads and lifts T&P etc. complete as directed by the Engineer-in-charge.

Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)

Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Yoga Platform - Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Providing 6mm thick cement plaster in cement mortar of proportion (1:4) over even surface of RCC surface finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & applying Two coat weather coat of exterior grade of approved make and shade an even finished surface over a coat of primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.

Column

Painting Two coats of synthetic enamel paint over iron surface over a coat of primer of approved quality, sand papering, polishing the surface including cost, conveyance of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints and primer will be supplied by the contractor).

Plinth Bend / Tie Beam at Plinth Level

Supplying, fitting and fixing of M.S. Square pipe grills by using of 25mm x 25mm x 2.6mm as per approved drawing and design, cutting to required size and welding properly, finished smooth and sand papering, including cost, conveyance of all materials, required screws, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge

Providing & laying P.C.C. of prop. (1:2:4) using 12mm to 20 mm nominal size down graded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge

Providing and laying 80mm thick inter locking paver blocks of M-40 of approved shade, size and design made by Block making machine with proper compacted sand laid over sub-base and compacted with vibrator including cost, conveyance, royalty and taxes of all materials complete and as per direction of Engineer-in-charge.

Manufacturing, supplying and fixing of 300mm x 300mm x 150mm M-30 grade precast kerb stone of approved make, design, colour and size made by Block making machine with proper compaction fixed in required pattrn etc. complete including cost, conveyance, royalty and taxes of all materials complete and as per direction of Engineer-in-charge.

Loosening, levelling and compacting original ground supporting embankement to faciliate placement of first layer of embankement, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and Clause-305 of MOSRT&H specifications for Road & Bridge work (5th Revision) etc. complete and direction of Engineer in charge.

Supplying, providing laying in approved layer thickness to line grade cross section and constructing Granular Sub-Base Grade III as shown in the drawing using crushed stone aggregate conforming to grading specified in (Table 400-I /400-I A) & in accordance with physical requirement in BS 812 Part III, Technical specification Part I/II of specification for road and bridge works MORT&H (5th revision) spreading the same with motor grader of adequate capacity with hydraulic controlled blades & compacting the same with vibratory roller of minimum 80 to 100KN static weight or of equivalent capacity, to achieve minimum required density including full compensation to all operations including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge

Laying and fixing in position of RCC Spun pipe with collar jointed as per requirement at site etc. complete as required for the work complete as per direction of the Engineer-in-charge.

Supplying, mixing, providing laying in approved layer thickness to line, level grade & slope and constructing as per approved working drawing and approved mix design of wet mix Macadam (WMM) with different grades of materials mentioned in table (400-10 & 400-11) & Technical specification part I / II Cl. 406 and its related sub-clauses along with Cl. 112 of specification for road and bridge work MORT&H (5th revision), including mixing in approved mixing plant with arrangement for controlled addition of water and transporting the mix from the plant to site by trucks /tippers and unloading the same to the hopper of the self propelled sensor paver, paving the same compacting by vibrating roller of minimum 80 to 100 kn static weight or of equivalent capacity to achieve minimum required density complete including full compensation all operations, all inclusive costs, contigencies, incidentals involved for finished defect free item of work complete to specification including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.

Pre-cast reinforced concrete pipe suitable for collar joint, Class NP-2 conforming to IS No.458/2003 with amendment No.1 etc. complete and direction of Engineer in charge.

Clearance of site including cutting weeds, bushes and removal of existing stumps and disposal of all unserviceable material including levelling and costs for all contingencies, incidentals involved for the finished operations defect free item work to specification complete & direction of Engineer-in-charage.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Providing & laying CC of prop. (1:2:4) using 12mm to 20 mm nominal size down graded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Brick work with Fly Ash Brick in cement mortar ( 1:6) in F & P with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% immersing (well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.

Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & applying Two coat weather coat of exterior grade of approved make and shade an even finished surface over a coat of primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.

Cost of 200mm dia PVC pipe of Schedule -80

Transporting, loading and unloading of debris like rough stone, metal , broken tiles by mechanical means etc. from park area to nearby dumping yeard within 5 KM distance by truk including loading, unloading etc. complete and direction of Engineer in charge.

Kids Play Area - Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and

depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Lowering the following size PVC / GI / M.S. pipe with or without slotted pipes as per the necessity from ground level up to 30 mtr. depth and fitted and fixed up in perfectly vertical position including cutting and threading pipe and slotted pipe and supplying and fixing all jointing materials, tools and plant etc. complete and keeping the top of the casing pipe threaded including plugging tube wells to prevent entry of foreign materials from above.

20 mm dia ball valve

Cleaning and developing the tube well with their own compressor continuously worked till clear and adequate discharge is obtained from tube well including supplying and use of all necessary materials and labour as per direction of Engineer in charge.

Production Well - Labour for drilling a perfectly vertical bore of specified dia for a specific depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or combination drilling rigs as required to suit the site condition as per the direction of engineer in charge including use of own rigs with its accessories, tools and plant and consumables etc. for lowering of 200mm dia PVC / GI / M.S. pipes for Housing fitted with socket and with or without well screen as per the necessity for soft, medium hard and boulder formation, PVC / GI casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of the tube wells

Supplying all materials, labour and T&P and laing in trenches unplasticized PVC pipes conforming to ASTM 1785/89 ( sch-80) of the following nominal diameter with fittings including testing as per specification all complete.

50 mm UPVC pipe(sch -80)

25 mm UPVC pipe(sch -80)

Supplying all materials labour and T&P and fitting and fixing of PVC ball valves of the following size as per specification all complete

50 mm dia ball valve

50 mm G I union

Supplying all materials, labour and T&P and construting Hydrant Points of size 0.38m x 0.38m x 0.60m including earthwork in all kinds of soil, sand filling, P.C.C. (1:3:6), FABW in C.M. (1:6), C.C. (1:2:4), 12mm C.P. in C.M. (1:4) and supply, fitting and fixing of granite tile etc. all complete as per drawing and direction of Engineer in charge.

Laying of Pipe line - Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

DOL starter with volt meter, amper meter, off/ on switch, motor protection device, over load relay, contactor,power indicator etc all complet in a dust proof cabinet.

50 mm dia HDPE pipe ( 10 kg/ cm² )

2.5 sq mm 3 core copper flat submersible cable

Poly propelene rope

M S Holding split clamp

S S nipple

S S bolts and nuts

bore cover for 200 mm dia pipe

40 mm G I socket

40 mm G I bend

40 x40x15mm G I Tee

40 mm G I short piece

50x40 mm G I R S

40 mm G I union

50 mm PVC pipe ( sch-80)

Labour charges for assembling and lowering of the submersible pump set to the production well along with steel rope all complete as per direction of Engineer-in-charge. (Excluding of Steel Rope)

Pump Set - Supplying all materials, labour and T&P and installation of 3.00 HP submerible pump set to run on single phase 220/240 volts with following acessories complet as per direction of Engineer in charge. (Q=4.00 m³ / Hour and H=60 Mtr, Make KSB Cora 4C/12 = UMAI-S)

Open Air Theater - Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Earth filling with good quality earth including cost of transportation watering and ramming with HRR including cost, conveyance of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying P.C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.