Under District Lucknow, Construction of CC Road from house No. C-59 to house C-96 in Block C, Rajiv Nagar, Kalyanpur under Shankarpurva Ward First, Lot No 1

Demolishing R.C.C work manually /by mechanically means including stacking of steel bars and disposal of unserviceable material within 50meters lead as per direction of Engineer in charge as per DSR no 15.3

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m width as well aas 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by the engineer i/c.2.1.1; Rate as SI No. 2.8.1

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

Providing , laying ,spreading and compacting stone aggregates of specific sizes 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.

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

Providing and laying in position specified grade of reinforced cement concrete work, excluding the cost of centering, shuttering, finshing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand :3 graded stone aggregate 20mm nominal size) as SI No. 5.1.2

Mild steel or iron in plain work such as rein-forced concrete or reinforced brick work (when not included in overall rates) wrought to required shape as necessary.

Centering and Shuttering including struting proping etc and removal of form for foundations footings, bases of columns, etc for mass concrete as SI No 5.91

Supply and fixing of Mild Steel Road signboard of 1.5/1.2 ms Sheet and 2.1 m hight including ,painting, writing, fixing, and also including supply of all meterials, labour and T&P etc. required for proper completion of work, km 2 H,M stone

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