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| 1 | Labour Charge for site clearence i/c all complete |
| 2 | Earth work in excavation by mechanical means ( Hydraulic excavator)/ manualmeans in foundation trenchesor drains (not exceeding 1.5 m in width or 10 sqm on plan ), including dressingof site and ramming of bottoms, for all lift , including getting out the excavated soil and disposal of surplus ecavatedsoil as directed, within a lead of 50 m, All kinds of siol. |
| 3 | Excavating, supplying stacking and filling of local earth (including royalty) by mechanical tranceport upto alead of 55 km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches , plinth, sides of foundation etc. complete for all lift. |
| 4 | Supplying and filling in plinth with sand under ploors, includingwateringg , ramming, consolidating and dressing complete . |
| 5 | 1:4:8(1 cement : 4 coarse sand (zone-) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | 1:2:4(1 ement:2 coarrse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | Randomrubble masorny with hard stone in foundation and plinth including leveling up with cement concerete1:6:2 (1 cement: 6 coares sand: 12graded stone aggregate 20 mmnominal size) upto plinth level : Cement mortar1:6 (1cement: 6 coarse sand) |
| 8 | Brick work with common burnt clay F.P.S. ( non modular) bricks of class designation 7.5 in super stucture above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 Cement:6 coarse sand) |
| 9 | 12 mm cement plaster ofmix :1:6(1 cement : 6 coarse sand) |
| 10 | Reinforced cement concrete Work inbeams, suspended floors, roofs having slope up to 15° landings , belconies, shelves , chaias, linetels , bands,plain window sills, staircases and spiral stair cases above plinth level up to floor fivelevel , excluding the cost of centering ,shuttering , finishingand reinforcement with 1:1.5:3 (1 Cement :1.5 coarse sand (zone-III)derived from natureral sources : 3 graded stone aggregate20 mm nominal size derived from natural sources) |
| 11 | steel reinforcement for R.C.C. work including straightening cutting, bending , placing in position and binding all completeabove plinth level. Mild steel and medium Tensile steel bars |
| 12 | Finishing walls withwaterproofing cement paint of required shade New work(Two or more coats applied @ 3.84 kg/10 sqm) |
| 13 | Providing and applying white cement based putty of avarage thickness 1 mm, of approvedbrand and manufacture, overthe plastered wall surface even and smooth complete. |
| 14 | Varnishing with varnish of approved brand and manufactureTwo or more coast of giue sizing with coppal varnish over an under coast of flatting varnish |
| 15 | Providing and laying vitrified floor tiles in different sizes (thickness to be specifiedby the manufacturer) with water absoeption less than 0.08% and confoming to IS : 15622, of approved make in all colours and shades, laid on 20mmthick cement mortar1:4 (1 Cement : 4 coarse sand ) joining with grey cement siurry @3.3kg/sqm including grouting the joints with white cementand matching pigments etc. complete size oftile 600x600 mm |
| 16 | Providing wood work in frames of doors, windows, clerestorywindows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasterner of required din & length ( hold fast lugs or das fastener shall be paid for separately ) sal wood |
| 17 | Providing and fixing panelled or panelled and glazedshutters for doors, windows and clerestory windows, fixing with butt hinges of required size with nesessaryscrews, excluding panelling which will be paid for separately, all complete as per direction of Engineer -in-charge. (Note :- Butt hinges and necessary screws shall be paid separately)Second class teak wood 35 mm thick shutters |
| 18 | Providing & fixing White vitreous china water closeesquatting pan {Indian type) along with \"S\" or \"P\" trap including dismantling of oldWCseat and \"S\" pr \"P\" trap at site complete with all operations including all necessary materials, labour and disposal of disdmentaled material i/c malba, all complete as per the direction of Engineer-in-charge. Long pattern W.C pan of size 580x440 mm |
| 19 | Boring /drillingbore well of required dia for casing /stainer pipe , by suitable method prescribed in IS: 280 (part I), including collecting samples from defferent strata, preparing and submitting strata chart / bore lod, including hire & running charges of all equipments, tools, plants & machineries required for the job , all complete as per direction of Engineer-in-charge, beyond 90 metre & upto 150 metre depth below groundlevel . all types of soil 300 mm dia |
| 20 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, squareor round bars etc. including priming coat with approved steel primer all complete . Fixed to steel windows by welding. |
| 21 | Labour Charge for writing slogen i/c all cast of M&L, T/P all complete. |
| 22 | Add Electrification i/c all cost of M&L, T/Pall complete Detailed estimate attached |
| 23 | S/F/F Sanetry Work i/c all cost of GI Pipe Tonty & Other parts & i/c all cost of Material tools & Plant Labour. Detailed estimate attached |
