Under District Lucknow, Construction of RCC road from Vishwakarma General Store to the house of Shri Ashok Verma via House No. 873 Plot No. 10 in Chhota Bharwara, Science Block, Gomtinagar, Lucknow., Lot No 3

Work

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by Engineer-in-charge 0.30m & above. (PWD SOR 2.6.1.)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:3:6 (1 cement 3: coarse sand 6 graded stone aggregate 40 mm nominal size) (PWD SOR 4.1.6)

Brick work with common burnt clay (non modular) bricks of class 150 in foundation and plinth in: cement mortar 1:4 (1 Cement: 4 coarse sand) (PWD SOR 6.1.1)

15 mm thick cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement and 4 fine sand) (PWD SOR 13.8.2)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 12:4 (1 cement 2: coarse sand 4 graded stone aggregate 20 mm nominal size) (PWD SOR 4.1.3)

Brick work with common burnt clay (non modular) bricks of class 150 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per DAR 6.1.1.

Water Bound Macadam Grade-3Providing , 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 clause 401.(4.11A)

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

Cement Concrete Pavement 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