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| 1 | Earth work in cutting or in embankment in ordinery soil excavation to be done form of regular pits not exceeding ½ m. in depth andwork embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m. lift and 30 m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m. direction as directed by the Engineer-in-charge(S.I. N0- 253a) Excuding Roualty |
| 2 | Providing, laying , spreading and compacting 45-63 stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per Technical specification clause 405. |
| 3 | Providing, laying , spreading and compacting 22.4-53 mm stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per Technical specification clause 405. |
| 4 | Providing and applying Primer coat ( low porosity)with Bitumen emulsion (SS-1) on prepared granular base including cleaning of road surface and spraying primer @ 0.70 Kg/sqm using mechancial means as per Technical specification. Clause 502 |
| 5 | Providing and applying tack coat with Bitumen VG-10at the rate of @ 0.30 Kg on prepared bituminous. surface cleaned with Hydraulic broom as per Technical specification clause.503 |
| 6 | Providing and laying and rolling of open graded premix carpet 20 mm thickness composed of 13.2 mm 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat of either type A or type B or type C as per Technical specification clause 508. |
| 7 | Providing and applying sealcoat sealing the voids in a bituminous surface laid to the specified level grade and cross fall using Type C as per Technical Specification clause 510 |
| 8 | Brick edging on both side of road with M-150 class bricks on edge 3” wide and 4-1/2” deep laid with mud mortar finished to the required temples in proper alignment & also dressing the excavated earth and diredted by Engineer- in- charge.As per Anaylsis |
| 9 | Brick soling with straight over burant bricks laid on edge and dry including preperation of subgrade to prescribed camber and including supply of bricks filling joints with local earth spreading a blinding coat of 2.5 cm depth of local earth over the entire including labour and T&P etc.required for proper completion of the work Mord 412(4.18) p.g. no.87 |
| 10 | Excavation in foundation in ordinary soil (loan clay or sand) including lift upto 1.50 mt. and lead upto 30 mt. & including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundations trenches or into the plinth into removal/disposal of surplus earth asdirected by the E/I. upto a distance of 50 mt. from the foundation trenches. |
| 11 | Concrete with 4 cm. gauge Stone ballast fine sand of 2.25 F.M. and cement in proportion 12:6:1 in foundation and under floors. Including supply of all material labour,tools and plants required for proper completion of work . |
| 12 | M-150 class brick work in 1:4 cement &coarse sand Mortar in foundation and plinth including supply of all material labour, tools and plants required for proper completion of work. |
| 13 | 12 mm thick cement plaster single coat on fair side of single or half brick wall for interior plastering including supply of all materials, labour tools and plants required for proper completion of work with 1:3 cement and coarse sand. |
| 14 | Cement concreate in 1:2:4 etc supply of all material labour T&P etc required for proper completion of work |
| 15 | Providing and fixing of reflective sign board with 1.6 mm thick m.s.sheet coverd with 75x75x6 mm angle iron around the plate on M.S pole 100 mm dia with wall thickness of 7.10 mm weight 20 kg per meter and painting & writing letter of bord as per drawing. |
