Construction of a CC road and drain from the existing CC road opposite the MPs residence in Obri Colony, Municipal Council Nawabganj to Rajendra Singhs house

EW in excavation by mechanical means (Hydraulic Excavatory)/manual means in foundation trenches or drain (Not exceeding 1.5m in width or 10 sqm on plan). I/c dressing of sides and ramming of bottoms, for all lift, i/c getting out the excavated soil and disposal of surpluse excavated soil as directed, within a lead of 50 m DSR 2.8

Providing and laying in cement concrete 1:4:8 (1 cement: 4 coarse (Zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources DSR 4.1.8

Brick work with common bruint clay FPS (Non Modular) Brick of class designation 7.5 in supper structure above plinth upto floor V level in all shape and size: cement mortar 1:4 (1) Cement 4 coarse sand DSR 6.4.1

R.C.C. work with cement approved course sand and 2 cm (3/4") gauge approved stone ballast in the prooportion of 1:2:4 lintels of doors and windows excluding supply of reinforcement and |its bending but including its ixing and bending |the sams with 24 BWG GI binding wire and includingneccessary centering and shuttering letc. and also including supply of all materils labours and T & P etc. required for proper completion of the work. Binding wire cost being icluded in the item. SCH PWD IS No. 283

MildSteel o Iron in plain work. Such as Cum reinforced concrets reinforced brick work (When not including in as over all rlates) wrought to requird shapes as necessary including bending for lincluding supply of all steel and wastages ana proper completion of the work and Qtl over lapping and hookes SCH. PWD 504

12mm thick cement plaster Mixe 1:4 cement coars sand mix mortar. DSR 13.4.1

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Construction of un-reinforced , plain cement concrete pavement, thickness as per desingn, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), 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, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using cruing compound (where specified) and water finishing to lines and grade as per drawing and technical Specification clause 1501

making construction joint in cc road with 0.8 kg Maxfalt, 0.01 kg cement @.0025 cum coarse sand including all complete of work.

2.5 cm (1") thick 1:2:4 plain cement concrete floor with cement approved coarse sand and 2 cm (3/4") graded approved stone laid in panels finished with 3mm. (1/8th) flooring coat at neat cement or cement and marble dust in 5:1 as specified over & including 8cm (3") thick base concrete consisting of cement , local sand and brick ballast 4cm (1.5") gauge in the proportion of 1:4:8 and removing any over lapping mortor at the joints of panels if any and giving them a uniform finish including supply of all materials labour and t&p etc required for proper completion of work without base concrete si no 601