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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | All kinds of soil. |
| 3 | 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 up to 1.5 m. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 8 | 1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 10 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 18 | Brick work with old available bricks to be reused upto plinth level in all shapes and sizes as per direction of Engineer-in-charge in : |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 20 | 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 : |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 22 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 23 | 12 mm cement plaster of mix : |
| 24 | 1:6 (1 cement: 6 coarse sand) |
| 25 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 26 | 1:6 (1 cement: 6 coarse sand) |
| 27 | 6 mm cement plaster of mix : |
| 28 | 1:3 (1 cement: 3 fine sand) |
| 29 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 30 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 31 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 32 | One or more coats on old work. |
| 33 | Fixing of avilable boundary wall grill including straightenong of members, minor repair works of damaged members (if any) by welding etc. all complete as per direction of Engineer-in-charge. (Cost of concrete work and steel member to be paid for separately but inclusive of all operations regarding picking, straightening etc. of old grills if required). |
| 34 | Credit to old available brick bats including all as per direction of Engineer-in-charge . |
| 35 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. |
| 36 | In cement mortar |
| 37 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 38 | From brick work in cement mortar Please Enable Macros to View BoQ information |