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| 1 | Earthwork in Fillinge in ordnary soil (loam clay or sand) including lift upto 1.5 m and lead upto 10 Km and including filling watering and ramming of excavated earth in to the tranches or in to the space between the building and the sides of foundation trenches or into the plinth and removel and disposal of surpluse earth as directed by the enjineer-in-charge upto distance of 30m from the foundation trenches (I.S. 253 & 231a) side road |
| 2 | Construction of Granular Sub Base providing well graded Material spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with Rotavator at OMC , and compacting with smooth wheeel roller to achieve the desired density , complete as per clause 401 by mix in place method, laying, spreading Material on a prepared Sub base, |
| 3 | Providing, laying, spreading and compacting stone Aggregates of specific size to water bound macadam specifiction including spreading in uniform thikness hand packing rolling with smooth wheel rolling with power roller 8-10 kN in stages to proper grade and camber, applying and brooming, with crushable screening bund to protect edges lighting guarding 2 barraicadding etc. including the cost of material labour T& P etc. require for proper completion of work as per Mord Technical Specification Clause 405. |
| 4 | Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of hand packing rolling with power roller 8-10 kN in stages to proper grade and camber, applying and brooming, with crushable screening bund to protect edges lighting guarding barraicadding etc. including the cost of material labour T& P etc. require for proper completion of work as per Mord Technical Specification Clause 405. |
| 5 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 6 | Providing and laying of open grade premix carpet of 20mm thicknesscomposed of 13.2mmto5.6mm agrgregates either using penetration grade bituman or emuision to required line grade and lavel to serve as wearing course on a previously prepared base including mixed in a sutiable plant laying and rolling with a three wheel 80-100 kn static roller capacity bitunin finisher with to required grade level and alignment rolling with smooth wheeled vibratory and tendem rollers to seal coat achieve the desired compection as per Morth spefication clause No. 508. complete in all respects |
| 7 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 8 | Providing and laying sealcoat sealing thevoids in a bituminious surface laid to the specified levels grading and cross fall using T typ ATyp Band Typ C as per technical spefication clause No. 510 complete in all respects |
| 9 | M -150 Brick work in 1:4 (one cement and four course sand) mortar in Foundation and plinth including supply of all materials, labour, Tools & plants etc, required for proper completion workas per |
| 10 | 12 mm thick plaster with cement and coarse sand of 1.25 fineness modules in 1:4 over brick work minimum thickness not to be less then 1cm including supply of all materials, labour, Tools & plants etc, required for proper completion workas . As per clauses |
| 11 | Cement Concrete with 2 cm gauge approved stone grit, C/Sand & Cement in the Proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc, required for proper completion workas as per S |
| 12 | Interlocking Concrete Block PavementProviding and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause |
| 13 | Interlocking Concrete Block PavementProviding and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause |
| 14 | S/F of MS sign board made up of 40x40x6 mm angle iron (vertical post of 2.75m ) 40x5mm flat cross angle, 1.0mm thick MS sheet (1.2x0.90m) including excavation of pit (0.45x0.45x0.45m), cement concrete, 10:5:1 with brick ballast, fine sand and cement, 10cm thick, cast cement concrete 1:2:4 with cement C/Sand and 20mm stone grit (0.35x035x0.35 cum) 2 coat painting, painting of letter up to 2.5 cm size etc. complete as per direction of E/I. Please Enable Macros to View BoQ information |
