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| 1 | Earth work in Excavation in foundation in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of oxcavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 30 M form the foundation trenches. (Rate including Royalty of earth also) (4-Chapter S.I.NO.- 251) PWD Shedule |
| 2 | Providing and laying cement concrete in 1:5:10 (1 cement :5 fine sand 10 graded stone aggregate 40mm nominal size) and curing complete, including cost of form work in foundation and floors. (5-Chapter PWD.Si.-01) |
| 3 | R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 (One Part of Cement, Two Part of Coarse Sand and Four Part of 2cm Stone Grit) in Raft foundation and footing with 4cm. Gauge apporved stone ballast supply of reinforcement and its bending butinculding its fixing and binding the same with 24 bwgi binding wire and including necessary oentering and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than m-150. (5-Chapter PWD SCH.No.287) |
| 4 | R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1½:3 (One part of Cement, 1½ part of Coarse sand and 3 part of 2cm. Stone Grit) in Wall/R.CC Column excluding supply of reinforcement and its bending but inculding its fixing and binding the same with 24 BWGI binding wire and including necessary oentering and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than M-200 grade. (5-Chapter PWD SCH.No..12) |
| 5 | R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in R.cc Slab supply of reinforcement and its bending butinculding its fixing and binding the same with 24 bwgi binding wire and including necessary oentering and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than M-150. (5-Chapter S.I. No.-284) PWD Sheduled |
| 6 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (b) 10mm to 12mm tor.(Chapter No. 10 S.I. No. 504(B)) |
| 7 | Class-150 brick work in 1:4 cement and coarse sand, mortar in foundation and plinth including supply of all materials, labor and tools and plants, etc. Required for proper completion of the work. ( Chapte No. 06 S.I. No. 2) |
| 8 | Providing and laying D.P.C. 40cm. Thick with cement concrete consisting of one part cement 1.5 part of coarse sand and three part of approved 10mm grade stone grit and including water proofing material as directed by the engineer-in-charge in the proportion as specified by the manufacturer. {Chapter No.07 Si.No.361} |
| 9 | Class-150 brick work in 1:4 cement and coarse sand, mortar in Super Structrure including supply of all materials, labor and tools and plants, etc. Required for proper completion of the work. ( Chapte No. 06 S.I. No. 305) |
| 10 | 12mm thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. No extra for mixing any additive.(c) 1 cement : 4 Coarse sand.(Chapter No. 13 S.I. No.-582(ii))PWD Shedule |
| 11 | Providing and Laying Vitrified Tiles 500x500mm Size (thickness 10mm), with water absorption less than 0.08% and conforming to IS:15622, of approved brand manufacture, in desired colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, including grouting of joints etc. all complete. (Chapter No.14 Sr.No.13 New Item) |
| 12 | Finishing Wall Putty Aproved brand and manufacture and of required shade and undecorated wall surface to give and even shade over and including curing and cost of all material. (15-Chapter Si.No.27 New) |
| 13 | Finishing wall super Apex Paint two coat including supply of all material labour T&P etc. all complete. (Chapter No.15 Sr. No. 31New) |
| 14 | Supply and Fixing of Light Fitting (None Sheduled) |
| 15 | White vitriuss china sink 600x450x200mm |
| 16 | Supply and Fixing of babaj fan (None Sheduled) |
| 17 | Mild steel or iron work in heavy sizes such as trusses. Built up gates record rack, roof work. Gates etc. Brought to required form including drilling holes riveting or welding where necessary and also including supply of steel, bolts, nuts wastage etc. And their fixing required for proper completion of the work. (S.I. No. 503) |
| 18 | Supply & fixing of flush doors, commercial quality conforming of I.S. 2202 part 1 (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts, locks, handles, springs, fitting with necessary screws to be supplies deparmentally.(a) 35mm thick. {Chapter No.09 S.I.No. 470(a)} |
| 19 | Paint of Two coat sintheic enamel paint all complete. |
| 20 | Supply and Fixing False Cilling including Supply of all materials. Lobour T&P etc. all complete. (Non Scheduled) |
| 21 | Sub Total (A) |
| 22 | Add/Deduction Rs. For Estimate Figure Amount Match |
| 23 | Grand Total Please Enable Macros to View BoQ information |
