Under District Lucknow, Construction of CC road and drainage From Babu Kunj Bihari Om Nagar Ward from Mr Ashok Mishra house to Sheela Healthcare, Lot No 3

Taking out CC interlocking paver blockes from footpath/central verge including removal of ribbing etc.disposal of unserviceable material to the dumping ground for which payment shall be made separately and stackinng of serviceable material material within 50meter lead as per directtion of Engineer-in-charge.As per DAR 16.83

Demolishing R.C.C. work manually /by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer -inchrge.As per DSR 15.3

Providing and laying in cement concrete 1:5:10 (1 Cement 5coarse sand(zone-iii);10 graded stone aggregate 40 mm norminal size) including Supply of all material labour T&P etc. required for proper completion As Per DSR4.1.10

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 with cement mortar in proportion of 1:4 cement and coarse sand including supply of all materials, labour and T&P etc. required for proper completion of the work. As per DAR 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

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 R.C.C work with cement approved coarse sand and 2cm. (3/4")gauge approved stone grit in the proportion of 1:1.5:3 .Rate as per DAR No.4.1.2

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finished and reinforcement-all work up to plinth level.1:1.5:3(1cement:1.5 coarese sand(zone-iii):3 graded stone aggregade 20mmnominal size. drain Cover As Per DAR 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.As per DSR No.5.22.6

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