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| 1 | Earth work in excavation for structures as per drawing and technical specification clause 305.1 i/c setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m dressing of sides and bottom and back filling in trenches with excavated suitable material. |
| 2 | Providing& Laying, spreading and compacting of well graded materials moorum in blanket coat (granular surface coat) compacted thickness on a prepared base & compacting with power roller including all materials, machinary, labour &T&P etc. (Analysis as per specification 402 Mord) |
| 3 | Construction of granularsub base by providing well graded material, spreading in uniform layers with motor graded on prepared surface, mixing by mix in place method and hand compacted by labours as per techical specification clause 401. Excluding cost of machinery rate. |
| 4 | Providing concrete 1:3:6 M10 grade plain concrete in open foundations complete.including supply of all material, labour and T&P etc |
| 5 | Providing and Laying Reinforced Cement Concrete Pipe NP3 1000mm dia as per design in Single Row. |
| 6 | R.C.R. stone Masonary Work in foundation in 1:4 cement : sand mortar in foundation and plinth including supply of all material, labour and T&P etc required for proper completion of the work. |
| 7 | Plain cement concrete with 20mm gauge approved stone ballast, approved coarse sand, cement in the proporation of 1:2:4 including all material labour and T&P etc. |
| 8 | Pointing with cement mortar (1:3), on RCR as per drawing & technical specification Clauses 613.4 & 1204 |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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 and brooming, Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 10 | Construction of Un-reinforced, dowel jointed at expansion and 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 M 30 (Grade),Coarse and fine aggrigates confirming to IS:383, curing compound(where specified) and water finishing to lines and grade as per drawing and technical specification Clause 1501. |
| 11 | Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 12 | Supply and Fixing of singh bord & photography. Please Enable Macros to View BoQ information |
