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| 1 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A+B) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. (5.1.1+5.1.2 ) |
| 2 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including\" cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). (5.1.10 ) |
| 3 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. (5.6.3 ) |
| 4 | Providingand layingin positioncement concrete ofspecified grade excluding the costofcenteringand shuttering- All work uptoplinth level . 1:2:4 (1 cement :2 coarse sand (zone-lll ):4 graded stoneaggregate20 mm nominal size ) (5.3.1.2 ) |
| 5 | Providing designation 75 B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l. (5.2.6 ) |
| 6 | Providingand layingin positioncement concrete ofspecified grade excluding the costofcenteringand shuttering- All work uptoplinth level . 1:1.5:3 (1 cement :1.5 coarse sand (zone-lll ):3 graded stoneaggregate20 mm nominal size ) (5.3.9.1 ) |
| 7 | Providing and layingin position 1:1.5:3(1 cement :1.5 coarse sand (zone-3 ) :3graded stone aggregate 20mmnominal size ) grade ofRcc work inwall ( any thickness) including attached pilasters ,buttersses ,plinth and string cources,fillet ,column s , pillars,piers ,abutments post and strut etc .aboveplinth level up to floor five level,excludingthe cost ofcentering ,shuttering ,finishing and reinforcement . (5.3.10 ) |
| 8 | Providing designation 75 B brick work in C.M.(1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to2.5 including providing 10 mm thick mortar joints cost of screening materials , scafolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l. (5.2.14 ) |
| 9 | reinforcementcement concrete work in beams,suspendedfloors,roof having slop up to 15 degree landing ,balconies,shelves,chajjas,lintels,bands,plain window sill ,staircases and spiral staircaseabove plinth level up tofloor five level ,excluding the cost of centering ,shuttering finishing and reinforcement ,with 1:1.5:3(1cement :1.5 coarse sand(zone 3 ) :3 graded stone 20mm noninal size . (5.3.11 ) |
| 10 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per building specification and direction of E/l. (5.7.14 ) |
| 11 | Providing 6mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of E/l. (5.7.6 ) |
| 12 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). (5.1.7 ) |
| 13 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). (5.1.8 ) |
| 14 | Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of E/l. (5.7.3 ) |
| 15 | Providing 12mm cement plaster (1:3) with 1.5 mm punningwith clean coarse sand of F.M. 1.5 including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of E/l. (5.7.1.+5.7.11 ) |
| 16 | providingand layingdoublecharge vitrified floor tiles in diffent size (thickness to be specifiedby themanufacture)with water absirbation less than 0.08 %and conformingto IS :15622/ISO 13006 of approvedmake, in all colours and shade , laid on 20 thickcementcement mortar1:4,jointing with grey cement slurry @3.3 kg /sqm including grouting the joint with white cement and matching pigments etccomplete sizeof tiles 600x600 mm (5.6.28 ) |
| 17 | Providing and laying 25 mm thick kotah stone slab flooring of approved size, texture and colour over 19mm thick base of lime morter (1:1:1) (lime putty : surkhi: coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I.size of tiles 600 mm x600 mm(5.6.19 ) |
| 18 | providing and applying white cementbased puttyof average thickness 1mm of approved brand and manufacture ,over the plasterd wall surface even and smooth complete(D.S.R -13.80) |
| 19 | Providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding, washing of floors and taxes all complete as per building specification and direction of E/l. (5.8.18 ) |
| 20 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/l. (5.8.24 ) |
| 21 | Providing and fixing fan hook of 16mm dia M.S. bar 1 metre long bent to required size and shape --do--do- E/I. direction of E/l. (5.5.13 ) |
| 22 | Supplying, fitting and fixing 20 guage G.C.I, sheet gate fitted on M.S. Angle frame of size 60x60x6mm. including cost of fabrication , providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/l. (5.5.29 ) |
| 23 | Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth , carriage of grill to work site, hoisting as per building specification and direction of E/l. (where materials is not supplied by the deptt.) (5.5.12 ) |
| 24 | Supplying, fitting and fixing fully glazed steel door, windows or ventilations of standard rolled \"Z\" and mullion steel sections and size as per IS-1038 joints met and welded with 100x16x3mm M.S. lugs fixed in cement concrete (1:2:4) blocks 15x10x10 cm size including cost of oxidised iron fittings, with hinges, handle per steps, catch springs, 3mm thick plain glass panes with Aluminimum beads and inner frame fixed with lugs with 20mm long 6.3mm G.I. counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hoisting and placing in position in all storys and taxes all complete as per building specification and direction of E/l. (5.5.18 ) |
| 25 | p/v two coat of painting with ready mixed paint over steel surface--do--do-- E/I. (5.8.43 ) |
| 26 | Providing tor steei reinforcement of 8 mmø,10mmand 12 mmdia rods s per approved design and dra wingexcludingcarrige of bars to work site ,cutting ,bending and bindingwith annealedwirewith cost of wire ,removal of rust ,placing the rods in position all complete as perbuilding specification and direction of E/I ( TMTFe 500 ( only validfor TATA(tiscon),SAIL ,JSPL, Electrosteel SteelLtd. Bokaro and ViZag (RINIL )8mm dia bars (5.5.4 ) |
| 27 | 10mm dia bar (5.5.5 a ) |
| 28 | 12&16 mm diabars(5.5.5 B ) |
| 29 | centeringshutteringincluding strutting ,prppingetc.and removal of form for Foundation(5.3.17.1 ) |
| 30 | columns pillars ,piers, abutments ,posts and struts(5.3.17.6 ) |
| 31 | Lintels ,beams,plinth beams ,girders,bressumers and cantilevers (5.3.17.5 ) |
| 32 | Suspended floors ,roof landings,balconies and access platform (5.3.17.3 ) |
| 33 | Chajj a (5.3.17.19 ) |
| 34 | Cement +steel (lead3km ) |
| 35 | Sand( lead 5 km ) |
| 36 | Stone chips (lead 30 km ) |
| 37 | Bricks(lead 8 km) |
| 38 | Signboard and photography |
| 39 | ADD GST 18% |
| 40 | ADD 1% LABOUR CESS |
