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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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 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 40 mm nominal size derived from natural sources) |
| 3 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 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) |
| 4 | Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 5 | Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor two level : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 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 etc. above plinth level up to floor two level, excluding cost of centering, shuttering, finishing and reinforcement :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) |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 12 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 13 | 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) |
| 14 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand) |
| 15 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 16 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): Raised and cut pointing |
| 17 | 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. |
| 18 | Adjustment of GST by multiplying factor 0.973 =2,09,24,794.00 |
| 19 | Add cost index @ 3% |
| 20 | Note: The tenderers are advised to inspect the site of work & shall fully acquaint themselves about the conditions with regard to site & its approach, nature of soil, availability of materials, extent of leads and lifts involved in the work including local conditions, traffic restrictions, obstructions & other conditions & consider all such factors and contingencies, while quoting their rates |
