Construction work of damaged road up to street no. 9, 13, Mohar Singh, Sanjay Pal, Nirejan Singh, Budhpal in Pothole Wali Colony in Ward 05 Harsh Vihar-2.

Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 |feet). PWD SOR 2022 17.3

Earthwork filling in ordinary soil including extra cartage up to 8.00 km

concrete with 4cm gauge brick ballast fine sand of 1.25 FM and cement in proportion of 1:6:12 in foundation and under floor including supply of all material labour tools & plant etc

R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .)

Steel reinforcement for R.C.C work including straightening ,cutting ,bending, placing in position and binding all complete upto plinth level mild steel and medium tensile steel bars DSR 2023 ITEM N.5.22,1

S/L of stone ballast 22.4 to 53 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR

Supply of screening material with stacking for measurment 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR

Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper 12 grade and camber, applying and brooming, crushable

Cement Concrete Pavement (C.C. Road)New item Construction of un-reinforced dowl joint 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 M 30(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 fxing of 125 micron thick polythene lm wedges steel plates including leveling 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 construction joints, applying debonding strips, primer, sealant, near approaches bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using

s/L C:C (1:2:4) with 20 mm stone grit, coarse sand & cement etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 279 (a).