Providing cement concrete paver block road at North Marthal IIIrd Street, Pidarankuzhi Old Cross Street, Fathima Nager New Street, Ragumath Nager, Abdul Kalam Nagar, Packiya Nagar New Street, Pazhayaru OHT to Keezha Vilankadu Vellalar Cremation

Amount

Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross section shown in the drawings or as indicated by the Engineer as per CI.301 & 305 of MORTH IV Revision.

Cement concrete of mix 1:4:8 (one part of cement four part of sand and eight part of aggregates) using 40 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification.

Supplying and erecting shuttering including necessary supports plain surfaces in foundation and basement in all floors for reinforcement cement concrete works such as pedestal bed blocks, staircase steps, RCC column, grade beams, plinth beam etc. using mild steel sheets of size 90x60 cm and B.G. 10 guage stiffened with welded mild steel angles of size 25x25x3 mm for boarding laid over si,lver oak country wood joists of size 10x6.5 cm spaced at about 90 cm center to center and supported with casurina props of 10 to 13 cm dia spaced at 75 cm center to center at suitable intervals etc. complete complying with standard specification.

Plain Cement concrete 1:2:4 (one cement, two Crushed Stone Sand and four aggregates) using 20mm ISS HBG metal including cost of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per standard specifications. TNDSS NO: 30 V,VI (S3) VII-3

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150 mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base / Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc complete as per clause. 406 of MORTH Rev-5.

Supply of interlocking paver block M40 grade bounding and laying of 83 mm thick high strength type confirming IS 15658-2006 of interlocking paver block in regained size of minimum compressing strength type confirming IS 15658-2006 of rubber mould interlocking paver block in regaining size of minimum compressive strength of 40N/mm² in uniform shape of approved non sticking make to be end in flushing bone pattern with approved sticking non surface in the top and the rate including gravelling the based preparation of subbase and with cushion 100 mm thick laying out the pavement and the pieces in fit edge.

T. GEORGE STEPHEN