Under District Lucknow, Construction work from Geeta Palli Ward Azad Nagar Ambedkar Park to Shankar Ji temple Shailendra Srivastava house, Lot No 52

Work

Earth work in excavation in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10sqm on plan including getting out and disposal of excavatvation earth upto 50m and lift upto 1.5m.As perSOR 2.6(2.6.1 )

Providing and laying in cement concrete 1:4:8 (1 Cement 4coarse sand(zone-iii);8 graded stone aggregate 40 mm norminal size) including Supply of all material labour T&P etc. required for proper completion As Per DSR4.1.8

Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in with cement mortar 1:4 (1 cement : 4 coarse sand) Rate as per DAR 6.1.1

12 mm Thick plaster finished with a floating coat of neat cement of mix 1:4 (1cement and 4fine sand )As per SOR No 13.7.1

Granular Sub-Base with Graded Material Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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.

Providing and applying primer coat with SS-1grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.