22 C H C SAKEET PAR B P H U AND B H M I S CELL G1 BHAWAN KA NIRMAN KARYA NO-01

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 2.31

Excavation in foundation in ordinary soil (foam day or sand) including lift upto 1 meter and lead upto 30 meter and iticluding filling, waterring and ramming of cxcax'atecl earlh info the trenches or into the space betis'eeri the buildin¡i and sides of foundation trenches or into the plinth and reiTioval aml di.sposal of sur-plus enrth os ttirccted hy the Engineer inch irge up io a d istance of 30 meters frcrri the fou iidation trenches. 2.& 1 R.C.C FOOTING FT-1,PLINTH BEAM, OUTER, VER, BOXING, Ramp ,Entrance steps, Drain 2.8.1

Filling of Carted earth in plinth in 20 cm layer including leviling dressing adn watering and also including of supply of earth including carted loading & unloading as per diredtion of Engineer incharge. 2.25a,AVAILABLE EARTH 30% OF ITEM NO. 1,UNDER FLOOR,WAITING LOBBY, TOILET,REGISTRATION ROOM / ACCESS CONTROLLED ENTRY BLOCK AREA,STAIR CASE INCLUDING VER,VER, Site leveling, RAMP 2.25a

Providing and laying cement concrete 1:4:8 (1 Cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all materrals labour T à P rtc required for proper complection of the worl‹ and curing compilete also including cost of from work in foundation & floors,Under R.C.C FOOTING FT-1,PLINTH BEAM,OUTER,VER, BOXING,ENT STEP,,UNDER FLOOR,WATING LOBBY, TOILET,REGISTRATION ROOM / ACCESS CONTROLLED ENTRY BLOCK AREA,STAIR CASE INCLUDING VER,VER, RAMP, UNDEER APRON,DRAIN, Septic Tank 4.1.8

Stand filling in plinth including supply of necessary quantity of sand from a distance not exceeeding & km. from tha site of work and including watering drassing etc rate to include cost of all materials labour T & P etc requried for proper completion of work. UNDER FLOOR,WAITING LOBBY,TOILET,REGISTRATION ROOM/ ACCESS CONTROLLED ENTRY BLOCK AREA,STAIR CASE INCLUDING VER,VER,RAMP . 2.27

Cement concrete flooring 1:2:4 (1 Cement:2coarse sand :4graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 4.0 mm thick with 20 mm normal size of stone aggregate,Apron 11.3.1

Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduits etc complete, (Plinth area of the building at ground floor only shall be measured as pr I.S 6313 (Parto; 1981) alderine emulsifiable concentrate of any other approved materail such as heptrachlor or chlordane will be used. The rate of application of chemical emulsion shall be as follows. : (1 ) treament for masonary & foundation 5 liters per sqm. (2) back fill in immeadiate contact with foundation 7.5 litters/ sqm. (3) Treatment of top surface of plinth filling 5 liters/ sqm. (4) Treatment junction of wall and the floor 7.5 liters/sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimeter 5 liters/sqm.(As per manufacturers standard diliution) 2.35.3.1 ANTI- TERMITE TREATMENT Same as cover building area

Providning and laying in position machine batched and machine mixed design mix M-20 grade cement concrete for reinforeced cement concrete work using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 yp accelerate retard setting of concreate, improve workability without impairing strength adn durability as par direction of Engineer-in-charge 5.331.1. (a) F-1, ( b) R.C.C work column upto Plinth,R.C.C. Work in Beam G.F,PLINTH BAND,PB-1 VERTICAL,PB-1 HORIZONTAL, PB-1 VERTICAL,PB-1 VERTICAL, PB-1 HORIZONTAL, PB-2 VERTICAL,PB-2 VERTICAL,PB-2 HORIZONTAL,PB-2 HORIZONTAL,BOXING. 5.1.2

Providing and laying in positon macine batched and machine mixed design mix M-25 grade cement concreate for reinforced cement concrate work using cement content as par approved design mix. Inclding pumping of concreate to site of laying but excluding the cost of contering shuttering, finishing and reinforcement, including admixtures in recommended proportion as per IS:9103 to accelerate, retard setting of concreate, improve workability without impairing strength adn durabillity as pr direction of Engineer-in-charge 5.332.1 .(a) ABOVE PNINTH TO FLOOR -V LVL ,R.C.C. Work in Colunm,G,F, C1, F.F, C1, MUMTY, C1, 5.2.2

(b) RCC work in Lintel, D1,D1,D2,D3,D4,D5, W1,W2,W3,W4,W5, V1 (c) R.C.C. Work In Slab, Slab beam, G.F, B-1,B-1,B-1,B-1,B-1,B-1,B-2,B-2,B-2,BOXING, F.F, FB-1,FB-1,FB-1,FB-1,FB-1,FB-1, MUMTY, MB-1,MB-2, (d)R.C.C Work In Slab G.F & F.F, G.F, Toilet,REGISTRATION ROOM/ ACCESS CONTROLLED ENTRY BLOCK AREA , VER, Flight, Landing, Platfrom, Saftik tank,F.F.,BOARD ROOM, 3 PAX LINEAR MODULAR SITTING, 3PAX LINEAR MODULAR SITTING,INCHARGE ROOM, PASSAGE,TOILET WITH PANTRY, ver, FLIGHT,LANDING, PANTRY,MUMTY, PROJECTION,W1,W2, W3,W4, W5,V1 . 5.3