MOHALLA KRISHANPURI COLONY (NIKAT NIGAM COLONY) ME C.C. ROAD AND DAKKANDAR KE SATH NALI KA NIRMAN KARY

E/W in excavation in trenches for foundation & for pipes cables etc. in ordinary Soil (Loam clay or sand) including filling lift upto 1.5 m. and lead upto 30m. excavated earth into the tranches or plinth and dressing of sides & ramming bottoms watering and ramming & disposal of surplus excavated earth as directed by the engineer I/C SI No. 251

Providing and laying in cement concrete 1:6:12 (I cement : 6 fine sand of 1.25 FM : 12 graded Brick Ballast 40 mm. Nominal Size) curring complete. including cost of work. SI. No.273

M-150 Class brick work in 1:4 cement and coarse sand mortar in including supply of all materials, labours and tools and plants etc. required for proper completion of the work. SI. No. 305

Providing and laying 25 mm thick PCC floor in 1:2:4 with cement coarse sand and 20 mm gauge stone grite. Including Supply of Material T&P etc.Complete work.As per S.I. No.601(b)

12 mm thick plaster in 1:4 cement Coarse Sand mortar including labour & T&P required for proper completion of the work As per SI No.584

R.C.C. work in 1:2:4 with cement coarse sand and 20 mm gauge stone grite. Including Supply of Material T&P Complete work for cover of drain. As per SI. No.283

Mild steel (ribbed tor steel) or I/W in plain work such as reinforced concrete or reinforcement B/w when not I/C over all rates, wrought to required shape as necessary i/c bending for proper completion of the work and i/c of all (Material not Issued to store.SI No. 504

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.

Providing laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing-rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applying and brooming crushable screening to fill-up the interstices of coarse aggregtate watering and compacting to the required density grading 3 as per Technical Specification clause 405.

Construction of unreinforced, dowel jointed at expansion and construction joints only, plain cement concrete pavement, thickness as per design, over a prepaired sub base, with 43 Grade cement or any other type as per clause 1501.2.2, M 30 (Grade), coarse and fine aggregates conforming to IS383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mixed design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plate, 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, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 .

S/F Sign board Lettering & Painting etc.