||Dismantling of Old Interlocking Tiles pavement including staking of serviceable material and disposal of unserviceable material within lead of 50m as per direction of Engineer in charge. (NS)
||Dismantiling cement concrete or brick or granolithic floors including stacking of dismantled materials as directed by E/IC with in a distance of 60meters (17-Chapter SI.No.697).
||Providing and laying cement concrete in 1:6:12 (1 cement :6 fine sand 12 stone ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-Chapter S.I. No. 273)
||Providing & laying of G.S.B. with graded material including spreading, dressing watering and ramming etc. All complete. (Non Scheduled)
||Providing and Laying 80mm thick M-30 Rubber Molded Interlocking Tiles with dryjoint field local sand etc. All complete. (Chapter No.20 Si.No.19 New Item (80mm Rubber Molded).
||Re-Laying of I shaped precast interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) including 25mm thick loacal sand base levelling and ressing of surface to required level and slope, filling Joints with local sand all comlete work. including VAT (Chapter No.20 Si.No.19 New Item)
||R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in R.cc Slab excluding supply of reinforcement and its bending butinculding its fixing and binding the same with 24 bwgi binding wire and including necessary oentering and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than M-150. (5-Chapter S.I. No.-284)
||Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. \n(b) 10mm to 12mm tor.\n(Chapter No. 10 S.I. No. 504(B))
||Class-150 Brick Work in 1:4 Cement and Coarse Sand, mortar in foundation and plinth including supply of all materials, labor and tools and plants, etc. Required for proper completion of the work. ( Chapter No. 06 S.I. No. 305)
||12mm thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. No extra for mixing any additive.\n(c) 1 Cement : 4 Coarse sand.\n(Chapter No.13 Si.No.582(ii))
||Providing and laying Cement Concrete in 1:2:4 of not less than strength of M-150 stone grit (20 mm nominal size) approved coarse sand and cement. Curing complete including of cost of form work in foundation and floors.(5-Chapter SI.No.279(a))
||Cartage of Malva, Silt, sludge kankar and other disposable organic material etc. all complete with labour T&P including cartage of 8 km. (NS)
||Supply & Fixing Granite Stone Work Display Board (Size 2.50ft x 4.00ft) including Painting, Lettering etc. all complete. (None Schedule)
||Sub Total (A)
||Add 12% G.S.T.
||Sub Total (B)
||Add/Deduction Rs. For Estimate Figure Amount Match