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| 1 | Earth work in surface excavation exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 3 | Supplying and Filling in Plinth with Sand Under Floors including watering ramming consolidating and dressing complete |
| 4 | Supplying chemical emulsions in sealed containerincluding delivery at site Chlorpyriphos/Lindane Emulsifiable concentrate of 20% |
| 5 | Diluting and Injecting chemical for Post constructional anti termite treatment Excluding the cost of chemical emulsionTreament of Soil under existing floors using chemical emulsion @ 1 litre per hole,300 mm apart using 12 mm dia drilling holes and plugging with CM1:2 to match esisting floorWith Chlorphyros/Lindane E.C20% with 1% concentration |
| 6 | Providing and Laying cement Concrete 1:4:8(1cement:4 coarse sand(Zone-III):8graded stone aggregate 40 mm nominal size derived from natural resources) |
| 7 | Providing and Laying cement concrete in Retaining Walls Return Walls inlcuding attached pilasters,columns, piers, abutments, pillars posts struts, buttress,strings or laces courses, parapet,coping,bedblocks,anchorblocks,plain window sills fillets,sunken floor etc upto floor level five, excluding the cost of centreing shuttering and finishing1:1.5:3(1cement:1.5coarse sand(Zone-III): 3graded stone aggregate 20 mm nominal size derived from natural resources) |
| 8 | Centering and Shuttering including strutting propping etc and removal of formwork for Foundation, Footings and Bases of columns |
| 9 | For columns,abutmnets, posts,Pillars, Abutments |
| 10 | Suspended floors roofs landingsbalconies and access platforms with waterprrof ply 12mm thick |
| 11 | Lintels beams bressumers girders and cantilevers with water prrof 12 mm thikc ply |
| 12 | Providing and Laying Damp Proof Course 50 mm thick with cement concrete1:2:4(1cement:2 coarse sand(Zone-III): 4graded stone aggregate 20 mm nominal size derived from natural resources) |
| 13 | Making Plinth Protection 50 mm thick of cement concrete1:3:6 over 75 mm thick bed of Dry Brick Ballast 40 mm nominal size well rammed and consolidated and grouted with Fine Sand including necessary excavation, levelling, & dressing and finishing the top smooth |
| 14 | Providing and Laying in Position ReadyMix or site batched design cement concrete for reinforced cement concrete using coarse aggregate and fine aggregate derived from natural resources,OPC/PPC/Portland slag cement admixtures in recommended proportions as per IS 9103 to accelerate retard strength of concrete,toimprove durability,workability without imparing strength of concrete,including puming of concrete to laying, curing, carriage, for all leads, but excluding cost of centering, shuttering, reinforcement and finishing, as per directions of Engineer-Incharge for following grades of concrete.Extra cement to the extent of 10% of minimum specified cement content shall be payable seperately. Incase the cement content of Design mix is more than 110% of specified minimum cement content, the contractor has the discreation to either redesign the mix or bear the cost of extra cementAllworks upto plinth level concrete of grade M-25 with minium cement content of 330kg/cumAll works below plinth concrete of grade M-25 with minium cement content of 330kg/cum |
| 15 | Providing and Laying in Position ReadyMix or site batched design cement concrete for reinforced cement concrete using coarse aggregate and fine aggregate derived from natural resources,OPC/PPC/Portland slag cement admixtures in recommended proportions as per IS 9103 to accelerate retard strength of concrete,toimprove durability,workability without imparing strength of concrete,including puming of concrete to laying, curing, carriage, for all leads, but excluding cost of centering, shuttering, reinforcement and finishing, as per directions of Engineer-Incharge for following grades of concrete.Extra cement to the extent of 10% of minimum specified cement content shall be payable seperately. Incase the cement content of Design mix is more than 110% of specified minimum cement content, the contractor has the discreation to either redesign the mix or bear the cost of extra cement minium cement content of 330kg/cumAll works above plinth level upto Floor 5concrete of grade M-25 with minium cement content of 330kg/cum |
| 16 | Add for using extra cement in the item of Design mix over and above the specified cement content therein |
| 17 | Providing & doing Brick work with common burnt clay bricks FPSnon modularin below foundation of class designate 75 in foundation and plinth in CM1:4 |
| 18 | Providing & doing Brick work with common burnt clay bricks FPSnon modularin below foundation of class designate 75 above plinth in CM1:4 |
| 19 | Half Brick Mansonary with common burnt clay bricks non modular with class deignate 7.5 in super structure above plinth level upto level V in CM1:4 |
| 20 | Structural steel work fixed with or without connecting plate including cutting hoisting fixing in position,and applying a priming coat of approved steel primer all complete |
| 21 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 22 | 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 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50%Grey cement |
| 23 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) |
| 24 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. 1:6 (1 cement: 6 coarse sand) |
| 25 | 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand) |
| 26 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 27 | Finishing walls with textured exterior paint of required shade: New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 28 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 29 | Providing and Fixing of Rolling Shutters |
| 30 | Extra for providing mechanical device chain and Crank operation for operating rolling shutters |
| 31 | Steel Reinforcement in RCC Works including straightening, cutting, bending and Fixing in Position, and Binding all complete upto plinth level TMT bars of FE500 or more grade |
| 32 | Steel Reinforcement in RCC Works including straightening, cutting, bending and Fixing in Position, and Binding all complete above plinth level TMT bars of FE500 or more grade |
