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| 1 | Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as per direction of Engineer-in-charge , within a lead of 50m - all kinds of soil |
| 2 | Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 fine aggregate : 10 graded stone aggregate 40mm nominal size). |
| 4 | Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete. |
| 5 | Centering and shuttering including strutting , propping etc and removal of form for - Columns , Pillars , Piers , Abutments , Posts and Struts |
| 6 | Centering and shuttering including strutting , propping etc and removal of form for - Suspended floors , roofs , landings , balconies and access platform |
| 7 | Centering and shuttering including strutting propping etc and removed of form for lintels beams plinth beams, girders, bressumers and cantilevers. |
| 8 | Providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering , shuttering , finsishing and reinforcement - All work upto plinth level 1:2:4 (1cement : 2 fine aggregate : 4 graded stone aggregate 20 mm nominal size) |
| 9 | Reinforced cement concrete work in beams, suspended floors , roofs having slope up to 15degree landings , balconies , shelves , chajjas , lintels , bands , plain window sills , staircases and spiral stair cases above plinth level up to floor five levelexcluding the cost of centering ,shuttering, finishing and reinforcement , with 1:1.5:3 (1 cement : 1.5 fine aggregate : 3 graded stone aggregate 20mm nominal size) |
| 10 | 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 Fe - 500D or more |
| 11 | Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cement mortar 1:6 (1 cement : 6 fine aggregate) |
| 12 | 15 mm cement plaster on the rough side ofsingle or half brick wall of mix - 1:6(1cement : 6 fine aggregate) |
| 13 | 6mm cement plaster of mix 1:3 (1 cement : 3fine aggregate ) |
| 14 | White washing with lime to give an evenshade - new work (three or more coats) |
| 15 | Finishing walls with water proofing cementpaint of required shade - New work (Two ormore coats applied @ 3.84 kg / 10 sqm) |
| 16 | Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering and shuttering - all workupto plith level - 1:3:6 (1 cement : 3 fine aggregate : 6 gradedstone aggregate 20mm nominal size) |
