07 - Kashba tikri ward no 07 patti ratnana mai avsesh taalab ka sondariyakarn ka kariya

Earth work in excavation by mechanical means (hydraullic excavator ) / manual over area (exceeding 30cm in depth 1.5 m in width as well as 10 sqm on plan ) including getting out and disposal excavated earth lead upto 50m and lift up to 1.5m in comp position D.S.R 2023 SI NO 2.6.1

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

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

Rcc work in (1:1;5;3) mortar in plinth beam with 2cm gauge stone grit cement c/sand including all material labour tools etc in comp.position DSR 2023 SI NO 5.2.2

mild steel in rcc work in comp.position (s.i-504)

Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401. Including cost of all material labour T&P etc and all other taxes such as Cess, Levi, Toll tax, Royalty etc. (But excluding GST) required for proper completion of work as per direction of Engineer-in-Charge.As per MORT&H Spec. No. 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

M-150 brick work in (1:4)mortar with cement and f/sand in Super structure in comp.position in sub -structure DSR 2023 6.4.1

12 MM thick plaster on wall in 1 : 6 ( 1 cement , 6 course sand )

PLANTS