01 - Kasba Doghat mai Ward No .06 Naresh Pal ke makan se Anil ke makan tk ve Murad ke makan se Mansha ke makan tk C.C Sadak ve nali nirman karya.

Demolishing cement concrete manually /by mechanical means including disposal of material within 50metre leads as per item direction of engineer -in - charge .nominal concrete 1;3;6 or richer mix . D.s.r 15.2.1

Disposal of old road material from site.in 1.0km

provinding and laying in position cement concrete of specifed grade excluding the cost of centering and shuttering 1;4;8 (1 cement 4 coarse sand zone 111)derived from natural sources 8 grade stone aggregates 40mm nominal size derived from natural source ) DSR 2023SI.NO. 4.1.8

Contruction of granular sub-grade by providing coarse graded material ,spreeding in uniform layer with motor grader on prepared surface mixing by mix place method with rotavator at OMC and compacting with vibratory roller in comp.position

Construction of embankment /patri with material obtained from borropit cartage 5.00km . Construction of embankment / patri with material obtained from borropits cartage 5.00 km . Construction of embankment /patri with approved material obtained from borrow pits with all lift and leads transporting to site spreading grading to required slope and compacting to meet requirement of table 300.2

CC in (1:2:4)mortor with approved stone grit cement and c/sand in comp.position DSR2023 SI. NO . 4.1.3

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

GST