04 - Kasba Baraut Ward No. 20 Mujduro wale pul se Gandhi road pul tak Meerapur rajwahe ki dayi patri per CC sadak avm side patri per interlocking tiles lgane ka karya.

Dismentling of old tile road layers including stacking all material as per dirction of engineer lead up to 60.0m in comp.positiopn(s.i-new item-4)

Disposal of old road material from site. IN 1.00KM lead. S.i 231 a

Earth work in filling with cartage 5 km lead including royality in comp position

Providing ,laying ,spreading and compacting stone G-2 aggregates of spefic size to water bond macadam specifition including spreading in uniform thickness hand packing ,rolling with three wheel 80-100 tn static roller in stage to proper grade and cam MORD specification 405.2

Providing ,laying ,spreading and compacting stone G-3 aggregates of spefic size to water bond macadam specifition including spreading in uniform thickness hand packing ,rolling with three wheel 80-100 tn static roller in stage to proper grade and cam MORD specification 405.2

Contruction 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 rotavtor at OMC,and compacting with smooth wheel roller to achieve the desired drnsity ,as per MORD,specification 401

Cement Concrete Pavement.construction of un - reinforcement 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 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 opproriate weigh batcher using approved weigh batcher using mix design ,laid in approved fixed side formwork (steel channel laying and fixing of 125 micron thick polythen film wedges steel plates including leveling the formwork as per drawing) spreeding the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous opertion including provision of contraction and expansion construction joint applying debonding strips primer sealant dowel bars near approaches to bridge / culvert and construction joints admixture as approved curing of concrete slab for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 including cost of polythene sheet dowel bar and also including complete shifiting of material & concrete etc S.I NEW ITEM 09

CC in (1:2:4) mortar in drain bed with 2cm gauge stone grit cement c/sand in comp.position (s.i-279a)

supply & LAYING of 100mm thick precast cement concrete I-shape interlocking paver block ISI MARK confirming to IS ;15658-2006 WITH TOP LAYER of minimum 5 mm thickness having plan dimension 200*(160+120mm) with o.p cement smooth high gloss finish skid resistant manufactured from rubber mould through vibro -compression mechainsm .The compressive strength of concrete paver block shall not be less than 50Mpa and 5.0 kg per no.including cost of all material labour T&P etc require for proper completion f of the work (s.i-new item 15)

for colour tiles NEW ITEM NO 12