Civil Circle Improvement work - Improvements on original work for providing Concrete Platform on Southern side of wet ash weighbridge adjacent to the BT road leading to Dry silo (IInd Portion)

Amount

Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth shales, murram, gravel, Stoney earth and earth mixed with small size boul0ders as directed by the Engineer at site including cost of all materials, labour charges, curing, all leads, lifts etc., complete.

Above ground level ash deposits Removal Southern side of wet ash weigh bridge

Earth work excavation for ordinary soil

Excavation in hard rock for about 10% of excavation.

Construction of Sub grade and Earthern Shoulders as per MORT&H Specification Sr No. 3.18 under 305. Construction of Sub grade and Earthern Shoulders with Red gravel of approved quality as directed by the Engineer at site with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2,ie., not less than 97% of dry density as per IS 2720 (Part 8) including all Labour Charges, Lead, Lift, Tools and plants, etc., complete.

Construction of Granular Sub Base with close Grade Material (Table 400-1) as per MORT&H Specification Sr No.4.1(B) - 401 by Mix in Place Method. Construction of Granular Sub Base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by Mix in Place Method with rotavator at optimum moisture content and compacting with vibrator roller to achieve the desired density as per clause 401 including all Labour Charges, Lead, Lifts, Tools and Plants, etc., Complete.

Providing P.C.C.1:4:8 using 40mm HBG downgraded stone jelly with the minimum cement content of 162kg/m3 as directed by the Engineer at site including cost of all materials, labour charges, curing, all leads, lifts etc., complete.

Providing steel reinforcement for pavement, including cost of materials, labour charges, binding wire, lead, lift, etc., complete.

Providing RCC 1:1.5:3 mix using 20mm HBG downgraded stone jelly with minimum cement content of 432kg/m3 as directed by the Engineer at site including cost of all materials, labour charges, shuttering charges, curing, all leads, lifts etc., complete but excluding the cost of reinforcement.

Filling with excavated earth including collection charges, hire charges for Earth moving machineries, levelling the earth with required depth and compaction using road roller etc., as directed by the Engineer at site.

NVS and Co