special repair work of nagla bar link road from km 3 of etawah dadora road - 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, 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. , construction of un-reinforced, 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 using needle, screed and plate vibrators and finished in continuous operation including provision of construction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, as per mord 1500 spec- 6.40. , providing and applying tack coat with bitumen (vg-10) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. , providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 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 mixol, 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 c as per technical specification clause 508. , providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c, as per technical specification clause 510 , excavation in foundation in ordinary soil (loam clay, or sand) including lift upto 1.5 metre and lead upto 30 m & including filling, watering and ramming of excavated earth into the trenches or into the space bwtween the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge of 30 m from the foundation trenches. as per si 251 , cement concrete with 4 cm gauge approved stone ballast approved coarse sand cement in the proportion of 8:4:1 including supply of all material t&p etc. required for proper completion of work. as per si 279 , first class brick work in 1:6 cement and coarse sand of 1.25 f.m. mortar in foundation plinth including supply of all materials, labour and t&p etc. required for proper completion of work. as per si no 303 , cement concrete with 2 cm gauge approved stone ballast approved coarse sand cement in the proportion of 4:2:1 including supply of all material t&p etc. required for proper completion of work. as per si 279 , 12 mm cement plaster in single coat on fair side of single or half brick wall for interrior plastering includign arises, interior rounded angles chamfers and of rounded angles not exceeding 80 mm in girth and finished even and smooth. as per si 10(1) , mild steel or iron in plain work such as reinforced concrete or reinforcement brick work (when not included in an over all rates) wrought to required shape as necessary including benefit for proper completion fo the work and including supply of all steel and wastage and over lappign and hooks. , earthwork in cutting or in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding ½ metre (20) in depth & earthwork in embankment to be in 20 cm (8) layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5ft) lifts and 30 m (100) lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks with 30 metres (100 ft) distance as directed by the engineer-in-charge.