MOHALLA TEHRA SHEHARI ME SANTU KE PLOT SE LUCKY BODY WALE TAK CC RAOD AND NALI NIRMAN KARYA

Excavation in foundation soil (Loam clay or sand) including left upto 1.5 meter (Sfts) and lead upto 30 Mtr (100 fts) & including filling watering and ramming of excavated earth in to the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removel and disposal of surplus earth as director Engineer in charge up to distance of 30m (100 fts) from. the foundation trenches. (As S.I. No. 01 ) 2.6.1

Providing & Laying cement concrete 1:6:12 40mm gauge brick ballast etc. as per SI No 273

Earth in Embankment in ordinary soil i/c lead 30mt. & lift 1.50 mt. winth cartage 5.0 Km distance to done from regular pits etc. DSR 2023 2.25 (A)

Class 150 brick work in 1:4 cement and C-sand etc. As per SOR CHIP 06 ITEM NO 1.0 (6,11)

12mm thick plaster with cement approved C-sand in 1.4 including supply of all materials labour and T&P etc, required for proper completion of the work (As per SI No 02

Neat cement punning

Providing & Laying cement concrete 1:2:4 cement C-sand and 20mm gauge stone grit ete. As per DAR (4.1.3)

Construction of granular sub-base by providing well graded material. spreading in uniform layers with mortar 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 cement concrete 1:1.5:3 cement C-sand and 20mm gauge stone grit ete. As per DAR (4.2.2)

Reinforced cement concrete work in excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size as per DAR(5.1.2)