CONSTRUCTION OF HALF HOCKEY GROUND FOR PRACTICE AT M.P.S.C., RAIPUR, DEHRADUN

Amount

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

supply and filling of good earth

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

Installation Flush Point including supplying of P.V.C cover or maintenance box as per satisfaction of engineer in-charge

Construction of catch basins of size 1200 mm clear internal dimension for external storm water drainage with 230mm thick wall over a bed of 100mm thick P.C.C 1:4:8 ,internal wall plastered in ration 1:3 including excavation,Heavy duty Grate cover of size 300mm and dressing and levelling surrounding all as per satisfaction of Engineer in-charge

Supply & laying of 6” non-perforated pipes with all fittings and joints as per direction of Engineer in-charge

laying of 4" Corrugated perforated P.V.C pipe including all fittings and joints all as per satisfaction of Engineer in-charge

Filling & levelling of aggregate size 09 to 16mm in lateral line all as per satisfaction of Engineer In-charge

Duraline/Timetechnoplast/Pioneer Make - 90 MM 10 Kg/Cm2 uPVC Pipe, 75 MM 10 Kg/Cm2 uPVC Pipe, 63 MM 10 Kg/Cm2 uPVC Pipe,

POP UP SPRINKLER SYSTEM :TS90 Series Sports Sprinkler, 1’'x12'' Size Swing Joint (Imported), 2’' Size PVC Ball Valve Valve PN16 (Imported), 2” Size Air Release Valve, 90mm x 2'' Size Service Saddle (Imported), 1” Size Brass QCV with Swing joint, 1” Size QCV Key, 1” Brass Swivel Elbow, 90mm x 1'' Size Service Saddle (Imported), 10’' Size Round Valve Box, 12’' Size Rectangular Plastic Valve Box

PUMPING SYSTEM : Pump Set suitable to deliver 8.6 LPS with 66 Mtr.Head, Monobloc Pump,Pressure Gauge,G.I. Pipe & Fitting, Control Panel having MCB ,Indicating Lamps, Single Phasing preventer, Star-delta Starting, NRV etc., 2’' Size Pressure relief Valve, 3’' Size Disc Filter with Fitting (Imported)

6 Sq.mm 3 core copper cable

AUTOMATION ITEMS:- TORO(USA) make 12 Station Irrigation Controller with UPS, 2” Size TORO (USA)make Solenoid Valves, TORO(USA) make Rain Sensor, DBY, DBR, electric tape etc

14 AWG White Direct Burial Wire coper wire(Macrotherm ) 16 AWG Red Direct Burial Wire coper wire (Macrotherm)

Trenching & Backfilling 1.5 feet deep soft soil

Supply & Filling of 100 mm thick compacted porous layer of aggregate size 09 to 16mm as per FIH Slope, complete as per specifications and directions of Engineer-in-Charge

Supply & Spreading filling ,shifting laying, & compaction of 200 mm medium course sand over base of certified natural turf , complete as per specifications and directions of Engineer-in-Charge

Supply & laying of Grass sod/carpet including fertilizer ,sand for top dressing ,

Grow-in period of 3 months. (mowing, rolling, fertigation)

Earth work in excavation BY mechnical means (Hydraulic excavator)/Manual means over areas (exceeding 30 cm in depth. 1.5m in width as well as 10 sqm on plan) i/c disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. excavation in all kind soil

PCC 1:4:8 in foundation Plain cement concrete 1:3:6 mix crushed stone aggregate 40mm nomimal size mechanically mixed, placed in foundation and compacted by vibration i/c curing for 14 days

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

Brick work in foundation in cement mortar (1:4)

Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and fixing Chain link fencing around ground.

Providing and laying 50m m dia G.I. Pipe around ground

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion cu.m 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work.(Based on PWD specifications)

Cement Concrete Pavment:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-25 (Cement@404 kg/cum), coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.

Providing Trimix flooring including all labour, T&P Reqired for proper completeioin of the work

Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Claus es 602, 603, 604, 1202 & 1204 In 1:4 Cement mortar

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

m/s bansal construction

M/s Sanjay Singh

VKJ Projects Pvt. Ltd.