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| 1 | Credit of old Dismantled Bricks and Brick bats |
| 2 | Item Description HSR Item |
| 3 | [14.14.2]Curing Lining for 28 days 2. On Side slopes [Through Rate] |
| 4 | [14.17]Extra allowance for scaffolding, in tile and concrete lining for side slopes. [Through Rate] |
| 5 | [14.18]Filling expansion joints, with special impervious hot pour, 12.5 mm wide. [Through Rate] |
| 6 | [14.68.5.1.1]Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum as per required thickness including I0 mm thick cement plaster 1:5, curing, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. 5.1.1. 150mm thickness In bed Manually with form work [Through Rate] |
| 7 | [14.68.5.2.1]Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum as per required thickness including I0 mm thick cement plaster 1:5, curing, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. 5.2.1. 150mm thickness In slope Manually with form work [Through Rate] |
| 8 | [14.70]Demolishing of lining with Bricks/Tiles /Cement concrete blocks of any size manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. [Through Rate] |
| 9 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] |
| 10 | [4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate] |
| 11 | [6.22.2.2]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 2.2. All works up to Plinth Level : M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) [Through Rate] Please Enable Macros to View BoQ information |
