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| 1 | Boundary WallEarth work in excavation in foundation and trenches etc. in all kinds of soil containing 50% or more of shingle or small size boulders upto 30cm size , saturated soil and rock), lift upto 1.5 m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 2 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 3 | Dry Rubble Flooring |
| 4 | Providing and laying cement concrete 1:4:8 (1 cement:4 course sand: 8 graded stone, aggregate 40mm nominal excluding the cost of centering and shutteringa) Foundation and plinth |
| 5 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering inb) Walls i/c attached buttress.. |
| 6 | Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/TMT steel |
| 7 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete |
| 8 | b) Walls i/c attached buttress.. |
| 9 | e) Column, pillars, posts and struts etc. |
| 10 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 11 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 12 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 ement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring,shuttering and reinforcement. M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 13 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 14 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1cement : 4 coarse sand) in foundation and plinth. |
| 15 | 20 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 16 | Applying one coat of cement primer of approved brand and manufacture on wall surface |
| 17 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade. |
| 18 | Add for cost of Carriage= |
| 19 | CC Footpath:Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 20 | Dry rubble stone Flooring |
| 21 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 22 | Providing and laying cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone shingle 40 mm nominal size) excluding the cost of centring an shuttering in.a) Foundation and plinth |
| 23 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone shingle 40 mm nominal size) excluding the cost of centring an shuttering in.a) Foundation and plinth |
| 24 | Centering & shuttering i/c strutting, propping and removal of form work for:a) Foundation and plinth |
| 25 | 20 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 26 | Add for cost of carriage |