CETP-I-09/2026-27

Clearing heavy jungle including all cost of labour ,lead, lift etc., complete, and as directed by the Engineer at site.

Earth work excavation for foundation in ordinary soil with lead of 10 to 100 m and lift of 3m in sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loom and ordinary soil including excavated earth. In Hard stiff clay, stiff black cotton, hard red earth,, shales, murram, stoney earth and earth mixed with small size boulders SS 20 B

Earth work excavation for foundation in ordinary soil with lead of 10 to 100 m and lift of 3m in sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loom and ordinary soil including excavated earth. Soft disintegrated rock not requirng blasting

Earth work excavation for foundation in ordinary soil with lead of 10 to 100 m and lift of 3m in sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loom and ordinary soil including excavated earth. In Medium rock and dense medium rock not requiring blasting

Earth work excavation for foundation in ordinary soil with lead of 10 to 100 m and lift of 3m in sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loom and ordinary soil including excavated earth. Removal of hard rock by wedging and chiselling and trimming to proper shape Removal of hard rock by wedging and chiselling and trimming to proper shape where blasting is prohibited 9 Previous Sanctioned rate similar item)

Supplying and filling in foundation and basement filling with M. sand in layers not more than 15 cm thick well rammed and watered consolidated etc complete as per standard specification and as directed by the Engineer at site

Transporting the surplus excavated earth, debris etc away from the site to a lead of 2km including cost of all lead, lift, conveyance , loading, unloading etc. complete and as per the Engineer at site.

Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers.

Laying PCC 1:3:6 mix using 20mm HBG machine crushed metal for foundation matt concrete including cost of all labour, materials, lead, lift, curing etc. Complete and as per the Engineer at site..

R:C:C 1:1.5:3 using 12 to 20mm metal without form work including cost of all materials,curing, machine mix, labour, lead, lift etc. complete. as per standard specification as directed by the dept. Engineer at site.