Under District Lucknow, Construction of CC road and drain from Aziz Nagar Colony to Nabinagar under Faizullaganj First Ward, Lot No 13

Work

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Demolishing R.C.C work Manually by mechanical means including stacking steel bars and disposal of unserviceable material with in 50 meters lead as per directio of Engineer-in-charge as per SOR 2022-23CH-17 S.NO1(15.3)

Providing and laying in position cement concrete 1:4:8 (1 Cement 4coarse sand(zone-iii);8graded stone aggregate 40 mm norminal size) excluding the cost fo centering and shuttering-All work up to plinth level As Per SOR 4.1.8

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 SOR 6.1.1

12 mm Thick cement plaster finished with a floating coat of neat cement of mix 1:4 (1cement and 4fine sand). As per SOR No 13.7.2

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

Water Bound Macadam Grade-3 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. as per Tachnical Specification Clause 404

Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

P/L in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level 1:2:4(1 cement:2csand (zone-iii):4gradedstone aggregate20mm nominal size) .Rate as per SOR No.4.1.3