Under District Lucknow, Construction of road from Suraj Awasthi house to Ram Naresh Shukla house in Maharshi Nagar Raipur, Lot No 1

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms for all lift,including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50m all kinds of soil etc (2.8.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:5:10 (1 cement 5: coarse sand 10 graded stone aggregate 40 mm) etc.(4.1.10)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:cement mortar 1:4 (1Cement: 4 coarse sand) etc (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 etc. (13.4.1)

P/L in position cement concrete of specified grade excluding the cost of centering and shuttering-all work upto plinth lvl. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grade stone aggregate 20mm nominal size) etc.(4.1.2)

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.

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 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

Steel reinforcement for R.C.C. work including straighting,cutting,bending,placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more etc (5.22.6)

Supply and fixing of Information stone as directed by Engineer-in charge.

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