|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge., All kinds of soil |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 3 | Steel work welded in built up sections/ framed 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. |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works above plinth level upto floor V level, Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for :, Foundations, footings, bases of columns, etc. for mass concrete |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for :, Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for :, Columns, Pillars, Piers, Abutments, Posts and Struts |
| 9 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 10 | Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. (SI No. 504) (Sanction Rate) |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:, Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 12 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :, Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 13 | 15 mm cement plaster on the rough side of single or half brick wall of mix :, 1:4 (1 cement: 4 fine sand) |
| 14 | 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. |
| 15 | 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. |
| 16 | 6 mm cement plaster of mix :, 1:3 (1 cement: 3 fine sand) |
| 17 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :, Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 18 | 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) :, 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. |
| 19 | \"GREYSCALE\" Brand 40mm Thickness Ultra High-Performance Concrete Jali made with M100 concrete mix. Full Body pigmented with Importered Colourfastness Score 7/8 Ferrous Non-Organic Pigments. Reinforcement with Zincronia Coated Japanese ARG Glass fiber of not more than 6mm |
| 20 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge., All kinds of soil |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 22 | Steel work welded in built up sections/ framed 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. |
| 23 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 24 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works above plinth level upto floor V level, Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form for :, Foundations, footings, bases of columns, etc. for mass concrete |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form for :, Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form for :, Columns, Pillars, Piers, Abutments, Posts and Struts |
| 28 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 29 | Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. (SI No. 504) (Sanction Rate) |
| 30 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:, Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 31 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :, Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 32 | 15 mm cement plaster on the rough side of single or half brick wall of mix :, 1:4 (1 cement: 4 fine sand) |
| 33 | 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. |
| 34 | 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. |
| 35 | 6 mm cement plaster of mix :, 1:3 (1 cement: 3 fine sand) |
| 36 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :, Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 37 | 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) :, 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. |
| 38 | \"GREYSCALE\" Brand 40mm Thickness Ultra High-Performance Concrete Jali made with M100 concrete mix. Full Body pigmented with Importered Colourfastness Score 7/8 Ferrous Non-Organic Pigments. Reinforcement with Zincronia Coated Japanese ARG Glass fiber of not more than 6mm Please Enable Macros to View BoQ information |