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| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed100% Qty. in All kinds of soil. |
| 3 | Providing and lying in position cement concrete 1 cement:5 fine sand:10 graded crushed stone aggregates 40mm size.excludingthe cost of centring and shuttering all work upto plinth Level |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 5 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 9 | Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 10 | Extra for half Brick masonry in superstructure above plinth level upto floor V level |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for:Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 13 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 14 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface |
| 15 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 16 | Applying priming coat With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 17 | Painting with synthetic enamel paint of approved brand and manufactureto give an even shade Two or more coats on new work |
| 18 | Providing and Fixing stainless steel modern gateincluding design, drawings (Gate and Gate Pillars) at site complete job as per the directions of the Engineer-In-charge |
| 19 | Structural steel work 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 Welded |
| 20 | Providing and fixing UV stabilized fiberglass reinforced plastic sheet (Coloured) roofing upto any pitch including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts and nuts 8mm dia. G.I plain/ bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-violet stabilizer in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS: 10192 and IS: 12866. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified 2mm thick flat as per drawing enclosed as per the Directions of Engineer-in-charge. |
| 21 | Providing corrugated G. S. sheet roofing including vertical/curved surfacefixed with polymer coated J or L hooks, bolts and nuts 8mm diameter withbitumen and G.I limpet washers or with G.I. limpet washers filled withwhite lead, including a coat of approved steel primer and two coats ofapproved paint on overlapping of sheets complete (upto any pitch inhorizontal/vertical or curved surface)excluding the cost of purlins, raftersand trusses and including cutting to size and shape wherever required. 0.50 mm thick with zinc coating not less than 275 gram/m2 as per drawing enclosed as per the Directions of Engineer-in-charge. |
| 22 | Providing and Fixing Flower Pots with plants and earth, manure filling including Cost of plants, flowers etcat site as per the directions of the Engineer-In-Charge |
| 23 | Carriage of materials |
| 24 | a/ Sand 90 kms by MT |
| 25 | b/ Aggregate 25 kms by MT |
| 26 | c/ Bricks120 kms by MT |
| 27 | a/ Sand 100 m by HL/MT |
| 28 | b/ Aggregate100 m by HL/MT |
