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| 1 | Supply of pipes including railway freight and cahtagerp to store including all taxes and duties(a) PVC pipes 110x6kg/cm2 |
| 2 | (b) PVC specials 5% of item (a) |
| 3 | (2001) Excavation in pipe line trenches in ordinary soil (loam, clay or sand) including lift up to 1.50 m & lead up to 50m, refilling, watering and ramming of evcavated earth into thetrenches and disposal of surplus earth up to the distance of 50 m from the center of the foundation trenches. |
| 4 | (2043) carting, laying and jointing of the 110m size PVC pipe including lowering them into the trenches including the cost of all jointing material such as clamps etc, labuor T & P etc. complete. |
| 5 | fixing down pipe 110mm dia pipe excluding cost of pipe but incliding cost of laying and jointing material such as M S clamps etc. |
| 6 | Construction of brick masonary collection chambers 45x45x60 cm. |
| 7 | Site clearance and other unforeseen items |
| 8 | Supply of perforated pipes 110 mm dia x6 kg/cm2 and end cap includingand cartage up to store including all taxes and duties |
| 9 | Making bore hole 200 mm dia by casing method in all type of soil as per drawing including supply of all material and T&P etc. and cartage up to store including all taxes and duties lowering the perforated PVC pipes in bore hole including supply of all material and T&P etc. and cartage up to store including all taxes and duties and supply and pouring of pebbles 15 to 20 mm sizes between bore hole and pipe complete. |
| 10 | lowering the perforated PVC pipes in bore hole including supply of all material and T&P etc. and cartage up to store including all taxes and duties and supply and pouring of pebbles 15 to 20 mm sizes between bore hole and pipe |
| 11 | (1001) Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.50 m& lead up to 50 m, refilling, watering and ramming of excavated earth into the trenches or space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth up to the distance of 50 m from the center ot the foundation trenches. |
| 12 | (1001+1006) Same as item no. 4 above but in depth 1.5 m to 3.0 m in depth |
| 13 | (1009) Conctete with 40mm guage brick ballast local sand and cement in proporation in 12:6:1 in foundation including supply of all material, labour T &P etc. required for proper completion of work. |
| 14 | (1029) Ist Class brick work in 1:6 cement and local martar in foundation and plinth including supply of all material, labour T & P etc. required for proper completion of work. |
| 15 | (1025) R.C.C. work with cement, coarse sand and 20mm guage approved stone ballast in proportion of 1:1.5:3 in slabs excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire and the cost of binding wire and including necessary centering and shuttering supply of all |
| 16 | (1151) M.S or iron work in plain work such as R.C.C. or R.B. work (when not including in over all rates) brought to required shape as necessary including bending for proper completion of the work including supply of steel and its wastage. |
| 17 | (1149) M.S. grill made of angle iron frame with square bars with locking arrangement including supply of all material, labour T&P etc. requierd for proper completion of work. |
| 18 | Supply and filling of following size of pebbles including supply of all material, labour T&P etc. required for proper completion of work.25mm to 50mm |
| 19 | 15mm to 25mm |
| 20 | 6mm to 15mm |
| 21 | Out side long walls (15mm to 25mm) |
| 22 | Ort side short walls ( 15mm to 25mm) |
| 23 | Supply and filling of coarse sand including supply of all material, labour T & Petc. required for proper completion of work. |
| 24 | (1232 & 1233) Painting or varnishing new work or new wood work in small areas with one priming coat and two coat of approved quality paint or varnish including supply of all material, labour T & P etc. required for proper completion of work |
| 25 | Site clearence and other unforeseen items |
| 26 | Gst |