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| 1 | Excavation in soil mixed with moorum/ shingle/ kankar requiring the use of special T&P such as pickaxes, subbals etc.including lift upto 1.5 metre (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the space between 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 upto a distance of 30 m. (100 fts) from the foundation trenches. S.I no - 252.Ch.4 |
| 2 | Cement concrete with 4cmgauge approved stone ballast, approved coarse sand, cement in the proportion 8:4:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work.PCC SI No.281.Ch-5. |
| 3 | R.C.C work with cement approved coarse sand and 2 cm. (3/4\") gauge approved stone ballast in the proportion of 1:1.5:3 in Footing excluding supply of reinforcement and its binding wire and including its fixing and binding the same with 24 B W.G.G.I. binding wire an including neccecary centering & shuttering etc & also including supply of all materials labour & T&P etc required for proper completion of the work. Binding wire cost being included in the item 287 -1st.Ch-5. |
| 4 | RCC work with cement approved coarse sand, and 2cm (3/4\") gauge, approved stone ballast in the proportion 1:1.5:3 in Column, excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.I. binding wire, an including necessary cantering and shuttering etc and also including supply of all materials, labour and tools and plants etc. required for proper completion of the work binding wire to be supplied by the contractor free of cost.SI No.288-1st.Ch-5. |
| 5 | Brick Work with non modular fly ash lime bricks (FALG Bricks) conforming to IS:12894, class designation 10 average compressive strength in foundation Cement mortar 1:6 (1 cement : 6 coarse sand) as per sor S.I. No. DSR 6.34.Ch-6. |
| 6 | R.C.C work with cement approved coarse sand and 2 cm. (3/4\") gauge approved stone ballast in the proportion of 1:1.5:3 in Plinth beam/lighter beam excluding supply of reinforcement and its binding wire and including its fixing and binding the same with 24 B W.G.G.I. binding wire an including neccecary centering & shuttering etc & also including supply of all materials labour & T&P etc required for proper completion of the work. Binding wire cost being included in the item No-285 1st.Ch-5. |
| 7 | Brick Work with non modular fly ash lime bricks (FALG Bricks) conforming to IS:12894, class designation 10 average compressive strength in super structure Cement mortar 1:4 (1 cement : 4 coarse sand) as per sor S.I. No. DSR 6.34.Ch-6. |
| 8 | Earth work in cutting or in Filling in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20\") in depth and earthwork in embankment to be in 20 cm(8\") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5fts) lifts and 30 m. (100\") lead. The earth from cutting to be used in making filling or to be deposited as spoil banks within 30 metres (100 fts) distance as directed by Engineer-in-charge. S.I. No.253.Ch-4. |
| 9 | Mild steel or iron work in plain work such as reinforced concrete/brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks, and authorized over lapping shall be measured.SI. No. 504 |
| 10 | 15 mm thick plaster on rough side brick work minimum thickness not less than 10 mm with cement mortar in proportion of 1:6 cement and fine sand of 1.25 fineness modulus including supply of all materials, labour and tools and plants etc required for proper completion of the work.SI No.17.59(3) |
| 11 | Providing and applying Plaster of paris putty of 2 mm Thickness over plasterod surfaco to prepare the surface even and smooth complete. S.I. No. New item Ref. DAR-13.26. Ch.-15. |
| 12 | Finishing walls with water proof cement paint of approved makeand quality on new work with three coats to give an even shade including supply of all materials labour, tools and plants etc. required for proper completion of work.SI No.660+661 |
| 13 | 25 mm cement concrete flooring 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate of size 12.5 mm and below) by laid over base concrete finished with floating coat of neat cement (base concrete to be paid separately) including fixing of glass strips. (Excluding cost of glass strips) SI. No. 14.69 Ch.-14. |
| 14 | For Teen shed and Godown- |
