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| 1 | Code No.20.2.1Boring , providing and installing boredcast -in-situ reinforced cement concretepiles of grade M-25 of specified diameter and length below the pile cap, to carry asafe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring , withbentonite solution and temporary casing ofappropriate lenghth for setting out and removal of same and the lenghth of the pileto be embedded in the pile cap etc. allcomplete , including removal of excavated earth with all lifts and leads (length of pile for payment shall be measured uptobottom of pile cap) - 300 mm dia piles |
| 2 | Code No.2.8.1 Earthwork in excavation by mechanical means(Hydraulic xcavator) / manual means infoundation trenches or drains (notexceeding 1.5m in width or 10 sqm on plan),including dressing of sides and ramming ofbottoms, lift upto 1.5m, including gettingout the excavated soil and disposal ofsurplus excavated soil as directed , within a lead of 50m - all kinds of soil |
| 3 | Code No.4.1.10 Providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) |
| 4 | Code No.5.1.2 Providing and laying in position specifiedgrade of reinforced cement concrete , excluding the cost of centering , shuttering , finsishing and reinforcement - All work upto plinth level 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 5 | Code No.5.9.2Centering and shuttering includingstrutting , propping etc and removal of form for - Walls (any thickness ) including attached pilasters , butteresses , plinthand string courses etc. |
| 6 | Code No.5.2.2 Reinforced cement concrete work in walls(any thickness) , including attached pilasters, buttresses , plinth and sting courses , fillets , columns , pillars , piers , abutments , posts and struts etc. upto floor five level excluding cost of centering , shuttering , finishing andreinforcement - 1:1.5:3 (1 cement : 1.5coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 7 | Code No.5.9.6Centering and shuttering includingstrutting , propping etc and removal of form for - Columns , Pillars , Piers ,Abutments , Posts and Struts |
| 8 | Code No.6.4.2 Brick work with common burnt clay F.P.S(non modular ) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in - cement mortar 1:6 ( 1 cement : 6coarse sand) |
| 9 | Code No.5.3 Reinforced cement concrete work in beams,suspended floors , roofs having slope up to 15degree landings , balconies , shelves , chajjas , lintels , bands , plain window sills , staircases and spiral stair casesupto floor five level excluing the cost ofcentering ,shuttering, finishing and reinforcement , with 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 10 | Code No.5.9.5 Centering and shuttering includingstrutting , propping etc and removal of form for - Lintels , beams , plinth beams ,girders , bressumers and catilevers |
| 11 | Code No.5.22.7 Steel reinforcement for R.C.C.workincluding straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo-Mechanically treated bars (ISI BRAND OF APPROVED MAKE) Fe - 415 or more |
| 12 | Code No.5.23Smooth finishing of the exposed surface ofRCC work with 6mm thick cement mortar 1:3 |
| 13 | Code No.13.1.212mm cement plaster of mix -1:6 ( 1 cement: 6 fine sand) |
| 14 | Code No.13.2.215mm cement plaster on the rough side ofsingle or half brick wall of mix - 1:6(1cement : 6 fine sand) |
| 15 | Code No.10.25.2Steel work welded in built up sectionsframed work , including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in gratings, frames, guard bar, ladder, railings, brackets,gates and similar works |
| 16 | Code No.13.47.1Finishing walls with premium acrylic smoothexterior paint with silicone additives of required shade - New work (two or morecoats applied @1.43 ltr / 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg / 10sqm) |
| 17 | Code No.13.61.1Painting with synthetic enamel paint ofapproved brand and manufacutre to give aneven shade - Two or more coats on new work |
