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| 1 | Boundary wall |
| 2 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. b) Hard Soil |
| 3 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement :4 sand :8 stone agregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 4 | 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 in : b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 5 | Reinforced concrete work in foundations, footings bases of column and mass concreteexcluding costof centring, shuttering and reinforcementin : a) M20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 6 | 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 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M 20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 7 | 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) M 20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 8 | Providing and laying up to floor two level RCC string courses, coping bed plates, anchor blocks, plain window sills and the like 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 including centering and shuttering etc but excluding cost of reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 9 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 10 | e) Column, pillars, posts and struts etc. |
| 11 | b) Walls including attached buttresses, pilasters etc. |
| 12 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 13 | Reinforcement of RCC work including bending, binding and placing in position complete. a) Mild steel and medium tensile steel bars. |
| 14 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth. |
| 15 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 16 | 12 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall. |
| 17 | 15 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall. |
| 18 | P/FixingMS Grill of approved design make of MS angle & MS flat of 20 x 6 mm with applying a coat of red oxide primer etc complete as per direction of Engineer in Charge. |
| 19 | 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. |
| 20 | Gate |
| 21 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. b) Hard Soil |
| 22 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement :4 sand :8 stone agregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 23 | Reinforced concrete work in foundations, footings bases of column and mass concreteexcluding costof centring, shuttering and reinforcementin : a) M20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 24 | 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 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M 20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 25 | Providing and laying up to floor two level RCC string courses, coping bed plates, anchor blocks, plain window sills and the like 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 including centering and shuttering etc but excluding cost of reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 26 | Centring and shuttering including strutting, propping etc and removal of form work for :e) Column, pillars, posts and struts etc. |
| 27 | Reinforcement of RCC work including bending, binding and placing in position complete. a) Mild steel and medium tensile steel bars. |
| 28 | 12 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall. |
| 29 | 15 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall. |
| 30 | 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. |
| 31 | P/fixing MS Gate double leaf decorative with priming & Painting etc complete as per the direction of the Engineer in Charge |
