In Ward No. Nagla Karan Singh, Lane No. 01, from Rajendra Rathore to Vinod Rathore from Baijayanti to Pramod from Vinod to Pandit Ji and from Dhavendra Pradhan to Naveen Vidyarthi. In Lane No. 04 from Baba Om Prakash to Kalicharan and from Jaswant Pr

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 M (20") depth & earth work in embankment to be in 20 cm layers including ramming & dressing the surface to required levels & solpes & also including 1.50 M (5ft) lift & 30 M (100ft) lead all complete i/c cartage upto 5km. SI No. 231(a)+253

Providing & Laying Cement Concrete 1:4:8 (01 Cement : 4 Coarse sand : 08 Graded Stone Aggregate 40mm Nominal Size, 01 & Curing Complete, Including Cost of Form Work in Foundation in Floor. SI No.4.1.8

M 150 Class B W in 1:4 cement sand mortar in foundation and up to plinth in drain. SI No 6.1.1

Construction of granular sub-base by providing well graded material, spreading in uniform layers with Mortar 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

WBM Grading-3 Providing, Laying, Spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stage 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 grading 3 as per technical specification clause-405

CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of un-reinforced plain cement concrete pavement thicknessas per design, over a prepared sub base with 43 gradecement or any other type as per clause 1501.2.2 M 30(grade) coarse and fine aggregates conforming to IS 383maximun size of coarse aggregate not exceeding 25mmmixed in a concrete mixer of not less then 0.2 cum capacityand appropriate weight batcher using approved mix design,laid in approved fixed side fromwork (steel channel layingand fixing of 125 micron thick polythene film, wedges, steelplates including levelling the formwork as per drawing),spreading the concrete with shovels, rakes compacted usingneedle, screed and plate vibrators and finished incontinuous operation including provision of contraction andexpansion, construction joints, applying debonding strips,primer, sealant, admixtures as approved curing concreteslabs for 14 days, curing compound (where specified) andwater finishing to lines and grade as per drawing and Technical Specification Clause 1501 (approved Quarri grit)p.g.no-62 ) s.i.no-35

Plaster 12mm thick in 1:4 in cement coarse sand mortar including supply of material labour etc S.I.No. 13.4.1

Providing and laying cement concrete in 1:2:4 in cement coarse sand and 20mm stone grit including all as per S.I. No 4.1.3

Reinforced cement concrete work in walls (any thickness), including pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) (i) upto plinth level. S.I No.5.2.2(i)

Mild steel or iron work in plain work such as reinforced concrete, supply of steel and its wastage Bend hooks and authorized over lapping shall be measurment upto floor to level S.l.No.504