Lohamandi Zone Road construction work using cement concrete (CC) opposite Government Girls Inter College (Room No. 46).

Earth work in Filling in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of excavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 8km. form the foundation trenches including royalty@ 9.00 per cum. (Chapter No.4 PWD.SCH.-253(a)+ CPTR No. 3 1 to 8 Km.)

Providing and laying Cement Concrete in 1:5:10 (1 cement :5 fine sand 10 brick ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-Chapter PWD.SCH.-274)

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 Sr.No. 2)

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. (c) 1 Cement : 4 Coarse sand. (Chapter No.13 Si.No.2)

Constuction of un-reinforced, plain cement concrete avement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exeeding 25mm, mixed in a concrete mixer of not less than 0.2 cum acapacity and apporopriate 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 continous aperation including provision of contraction, expansion, construction and constructionl 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, curing comound (where apecified) and water finishing to lines and grade as per drawing and technical and technical sepcification clause 1501. (For Agra). (Chapter No.20 Si.No.12)

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.C.C Slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 bwgi binding wire and including necessary centring 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 Si.No.8)

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. (b) 10mm to 12mm tor. (Chapter No. 10 S.I. No. 504(B))

Supply & Fixing 3.5Kg and or a specified bu the manufacture, harderner in trexing concrete per spm.

Raising & Re-fixing of Manhole including all material labor T&P etc. all complete. (Non Scheduled)

Supply & fixing R.C.C Menhole cover heavy duty size etc. All complete. (Non Scheduled)