Under District Shrawasti, Construction of CC road from paved road (double pole) to Kodri Khurd Ambedkar statue via Chetram Verma house in Gram Panchayat Sehaniya of VB Gilaula, Lot No 33

Work

Earthwork in Excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing ,removal of stump and other deletirous materials and disposal upto a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable materials Mord 300

Providing and laying in cement concrete 1:6:12 (1 cement :6 fine sand : 12 graded brick aggregate 40 mm nominal size) including supply of all materials,labour and T&P et.required for proper completion of the work and curring complete,also including cost of form work in foundation and floors as per SI No.273

WBM Grading 3-Providing, laying, spreading and compacting stone aggregated of 22.4-53mm gauge sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per (MORD) Technical Specification Clauses 405.

Class M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth i/c supply of all materials, labour and T&P etc. required for proper completion of the work. as per direction of E/I S.I.305(B)

12 mm. Cement plaster in 1:3 with cement and Coarse sand 2.25 fine moduls mortar upto plinth including supply of all materials.SI 583

Providing and laying of P.C.C. Work in 1:2:4 , cement , coarse sand , 20 mm gauge stone grit of not less than strength of M - 150 and curing complete I/c all material , labour and T & P etc. . required for proper completion of the works .SI 279(b)

Providing and laying of R.C.C. work with cement , approved coarse sand and 2cm gauge stone ballast in the proportion 1:2:4 (1 cement : 6 aggregate ) in lintels of doors and windows excluding supply of reinforcement and its bending but i/c its fixing and binding wire and i/c necessary centering and shuttering etc. and also i/c supply of all materials, labour and T&P etc. required for proper completion of the works strength of the concrete shall not be less than M-150 as per SI No. 283

Mild steel or Iron in Plain such as R.C.C. work (when not included in an over all rates ) wrought to required shape as necessary i/c bending for proper completion of the work and i/c supply of steel its wastage bend hooks authorised over lapping shall be measured upto floor two level. as per SI No. 504

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate 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 continuous operation including provision of contraction and expansion, construction 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,