|
| 1 | Work |
| 2 | E/W in cutting or in embankment in ordinary soil including lead upto 30m and lift upto 1.50m including cartage of earth from 1km etc. all as per S.I. No. 253 |
| 3 | E/w in exavation and foundation ordinary soil including lead up to 50 m and lift up to 1.50 m. as per S.I. No 251. |
| 4 | Providing and laying of 1:6:12 with cement, fine snad and 40 mm gauge brick ballast including all materials, labour and T&P etc complete. As per S.I. No273. |
| 5 | M 150 class B/Win 1:4 with cement & corse sandof fineness modulus 2.25 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). |
| 6 | 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. |
| 7 | Construction of un-reinforced, dowel jointed at expansion and construction 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 confirming to IS : 383, maximum size of coarse aggregates 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 showels, rakes, compacted using needle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction of joints, applying debonding stipes, primer, sealant, dowel bars, near approches to bridge/culvert and construction joint, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. |
| 8 | 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. |
| 9 | 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. |
| 10 | 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. |
