Excavation of village pond Gadania off-taking at Km. 0.510 L of Kherki Minor

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-charge in all kinds of soil (HSR item no 4.12.1) @ 87/cum

Excavating trenches of required width for pipes, cables etc includingexcavation of sockets, dressing of sides, ramming of bottom, depth up to 1.5 m, includinggetting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm indepth,includingconsolidating each depositing layer by ramming, watering etc.and disposing of surplus excavated soil as directed within a lead of 50 m 16.1.2Pipes cables etc.exceeding 80 mm dia. But not exceeding 300 mm dia for all kind of soil & all kind of lift other allowances

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. 4.12.1 All kinds of soil @87=8700/Cum including dressing of side & remaininng of bottoms

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (HSR item No. 6.1.6)@ 2735.00 = 2735.00/Cum

1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) (HSR item No. 6.1.4)@ 3260.00 = 3260.00/Cum

Brick Work with common brunt clay modular bricks of class designation 7.5 in foundation & plinth up to floor iv level in all shapes and sizes in cement mortar 1:4 (1cement :4 Coarse sand (HSR item No. 7.22.1) @ 4135.00 = 4135.00/Cum

12 mm cement plaster of mix 1:4 (HSR item No. 11.5.3) @ 94.00 = 94.00/Sqm

Providing, lowering, laying, cutting and jointing with rubber rings marked with IS:5382 and testing SPIGOT and socketted300mm RCC NP2 complete in all respect (HSR item No. 20.62.3)@ 430.00 = 430.00 Per Rmt.

Precast cement concrete 1:1.5:3 with 20mm nominal size in Kerbs edging etc. as per approved pattern and setting In position with cement mortar (1:3) including cost of required shuttering & shuttering complete in all aspect

P/F on wall face 110 mm dia p.v.c. rain water pipe with single socketed complete (HSR item No. (9.57.2) @ 224.00 = 224.00/Rmt.

Steel reinforcement for RCC work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. (Cold Twisted Bars) (HSR item No. 6.34.3) @ 68.00 = 68.00/Kg.

Providing and laying of brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks in cement mortar 1:4 (HSR item No. 10.33.1) @646/Sqm

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