15th Finance 2024-25 2nd Installment - Alaravilai Road - Arumanai TP

Amount

Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc complete complying with SS20B. TNDSS No:23&24

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 stoen 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 standad specification TNDSS No 28

Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 meter height using mild steel sheet of size 90cm x 60cm x 10 mmgauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) oists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10cm to 13cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS No 30 & 86

Cement concrete 1:2:4 (one part of cement two part of sand and four part of aggregates) using machine broken granite jelly of 20mm size for all cement concrete works excluding cost of centring concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechnical vibrators using finishing etc complete

Providing and laying spreading and compacting graded stone aggregates to Wet Mix macadam of required thick specification insluidn gpremixing the matering with water of OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer with paver in Sub Base / Base course on well prepared surface and compatting with vibratory roller to achieve the desired density including cost of material labour charges rentals for machinery fuel and all othe rincidental charges etc.

Supply of interlocking paver block M40 grade bounding and laying of 80 mm thick high strength type confirming IS 15658-2006 of interlocking paver block in regained wize of minimum compressing strength type confirming IS 15658-2006 of 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 flushine bone pattern with approved non sticking surface in the top and the rate including gravelling the based preparatio of subbase with and cushion 100 mm thick laying out the pavement and the pieces in fit edge.