Under District Lucknow, Construction of RCC Road and Drain from the temple to the Badi Masjid near Vijay Kumar house in Martin Purwa area, Lot No 17

Work

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width s well as 10 sqm on plan including getting out and disposal of excavated earth upto 50m and lift upto 1.5 m,as directed by Engineer-in-Charge.2.6.1

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.SI.No.16.83

Providing and Laying in position Cement concrete of specified grade excluding cost of centering and shuttering - All work up to Plinth level: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per S.O.R. 2020 (4.1.6)

Brick work with common brunt clay (non modular) brick of class-150 in foundation and plinth in Cement mortar 1:4 ( 1 cement: 4 coarse sand) As per DAR. 6.1.1

Providing and Laying in position Cement concrete of specified grade excluding cost of centering and shuttering - All work up to Plinth level: 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) as per S.O.R. 2020 (4.1.3)

15mm thick plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4(1 cement : 4 fine sand). As per SI. No. 13.8.2

Providing , laying , spreding and compacting graded stone aggregate of specific sizes to water bound macadam specification including Spreading in uniform layers , hand packing,rolling with three wheel steel/vibratory roller in stages to proper grade and camber,applying and brooming requisite type of screening/ binding material to fill up the interstices of course aggregate , watering and compacting to the required density. G-3

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

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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.