Under District Lucknow, Construction of Road from MNoA-967/1 to MNoA-967/22 in Lal Bahadur Shastri 1st Ward, Lot No 35

Work

Demolishing brick work manually /by mechanical means including stacking of servicceable material and disposal of unserviceable material with in 50 meter lead as per direction of Engineer- In - charge in cement mortar as per DAR No 15.7.4

Tacking out CC interlocking paver blocks from footpath/ central verge including removal of ribbing etc. disposal of unserviceable material to the dumping ground for which payement shall be made separately and stacking of serviceable material with in 50 m lead as per direction of Engineer - in- charge as per DAR 16.83

Earth work in excavation by mechanical means (Hydraulic excavator / manual means in foundation trenches or drains not exceeding 1.5 m width or 10 sqm on plan)Excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m including dressing of sides and ramming of bottoms ,lift upto 1.5 m including getting out the , Rate as SI No. 2.8.1

Dismantling Reinforced cement concrete or Reinforced brick work including stacking of dismantled materials as directed by the Engineer - in - charge with in a distance of 60meters (200ft) as per S.I no 15.3

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work upto plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded Stone aggregate 40mm nominal size) including supply of all materials, labour T&P etc. As per SI.No. PWD Sch. 4.1.10

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: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as per S.O.R. 2020 (4.1.2)

12mm thick plaster with cement mortar in proportion of 1:4 cement and approved coarse sand. As per SI. No. 13.4.1

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Tachnical Specification Clause 401