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| 1 | Work |
| 2 | E/w in exavation in foundation in ordinary soil for drain from hous of fool chand towards cainalls including lead up to 50m and lift up to 1.50m cartage of one km. as per S.I.N0251. |
| 3 | C.C. in 1:6:12 with cement, fine sand and 40 mm gauge brick ballast including all materials, labour and T&P etc complete. As per S.I. No 273. |
| 4 | M150 class B/Win 1:4 with cement & coarsesandof fineness modulus 1.25 in foundation & up to plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. As per S.I.No. 305(b) |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 6 | Construction ofun-reinforced,construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted usingplate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, , sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 7 | 12 mm palster in 1:6 with cement and coarse sand mortar including all materials, labour and T&P etc complete. As per S.I. No 586(a). |
| 8 | 2.5 cm. thick damp proof course with cement and approved coarse sand1:2 with and including water proofing materials as ordered by engineer -in -charge in the proportion as specified by the manufacturers,including supply of all materials ,labour and T&P etc.as si no 360 |
| 9 | R.C.C. top cover of drain in 1:2:4 with cement, coarse sand and 20 mm dala stone grit including all matierals, labour and T&P etc complete. As per S.I. No 283. |
| 10 | M.S. Iron work in plain work such as R.C.C. work including cutting bending and moulding including supply of M S tar bar. As per S.I. No 504. |
| 11 | Supply and fixing of informatory M.S. sighn board size 1.20x0.90 mtr made of 18 gauge M.S. sheet in ISA 40x40x5 mm fraim supported in back side of 40x5 mm flat iron or on all of 2.15 mm with 150 mm long horizontal log (hold fast) at bottem braced with 40x5 mm flat iron 1.98 meter long electrically welded and painted with one coat primer. as S.I.No 503. |
| 12 | Painting two coat with super synthetic enamel paint as NBO. 19.29 and S.I. No 642, letter wrinting size above 8 cm up to 15 cm as per 9© and no 20 B and fixing of sign board with c.c. 1:4:8 with S.I. No 305(a) and slso transportation at site complete in all respect. |
| 13 | Provision of inauguration or Openingproject including diging foundation layig c,c, in 1:6:12 as per S.I.No 273, brick work in 1:4 with S.I. No 305a, plaster in 1:4 with S.I. No 584. and snowcem S.I. No 660 including fixing 60x75 cm sixe 20 mm thick granite stone with digged letter including cost of polishing complete in sll respect. |
