GF 2025-26 Kuzhichal Sree Krishnanswamy kovil road - Arumanai TP

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc complete.

Cement concrete 1:4:8 (One cement, Four crushed stone sand and eight hard broken stone jelly) using 40mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc., complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed ny the departmental officers - Mixing by Mechanical Means

Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering four soffits upto 3 meter height using mild steel sheet of size 90 cmx60cmx10mm gaugewith MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30&86.

Plain Cement concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing etc., complete as per standard specifications and as directed by the departmental officers. - Mixing by mechanical means

Providing and laying spreading and compacting graded stone aggregates to Wet Mix Macadam of required thick specification including premixing the materials with water at OMC in mechanical mix plant carrage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base courese 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 chargest etc., complete as per clause. 406 of MORTH Rev-5.

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 size 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 on sticking make to be end in flushing bone pattern with approved non sticking surface in the top and the rate including gravelling the based preparation of subbase with and cushion 100 mm thick laying out the pavement and the pieces in fit edge.