56/04.06.2026

(PHE USOR wef. 01.09.2023 It No. 15.6.1 Page. No. 257 ) Earth work in excavation for foundation, trenches for pipes/ cables, drains or in well excavation etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed All kinds of soil. 2no.X(2.1X2.1X1.5)-(0.785X1.2X1.2X1.5)= 4.91

(PHE USOR wef. 01.09.2023 It No. 29.19.5 Page. No. 376 ) Dismantling of manhole including R.C.C./C.C. top slab, CI / pre cast RCC cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead. Extra for depth of manholes dismantling Manhole 1.50 m dia circular and upto 2.65 m deep.

(PHE USOR wef. 01.09.2023 It No. 29.22 Page. No. 376 ) Pumping out to remove the sewers blockages by using suitable pump sets operated by generators, whole assembly mounted on two/four wheels trailer /pickup van. Including diesel & labour charges etc.

(PHE USOR First Amendment 16.08.2024 It No. 29.10.1 Page. No. 2 ) Constructing Brick Masonry Circular Man Hole 1200 mm internal dia at bottom & 560 mm dia at top in cement Mortar 1:4 (1 cement: 4 fine sand), inside Cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement, foundation concrete 20 cm thick in 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement etc. all complete For one manhole upto 2650 mm deep with fixing of 560 mm dia ISI marked reinforcement cement concrete cover & frame heavy duty including transportation etc. in cement concrete 1:2:4 all complete. (Excavation, foot rests & cement plaster at the external surface shall be paid sepradtely

(PHE USOR wef. 01.09.2023 It No. 15.11 Page. No. 258 ) Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. in depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils.

(PHE USOR wef. 01.09.2023 Page. No. 257 It No. 15.6.1) Earth work in excavation for foundation, trenches for pipes/ cables, drains or in well excavation etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All kinds of soil. 15X1.5X0.45 = 10.125

(PHE USOR wef. 01.09.2023 It No. 15.31.1.1 Page. No. 260 ) Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. In Plinth & foundation 1:3:6 (M-10). 15X0.1X0.45= 0.675

(PHE USOR wef. 01.09.2023 It No. 27.1.4 Page. No. 344 ) Providing, laying and jointing following P.V.C. - U pipes with solvent cement joint for Non-pressure gravity drain and sewer applications including testing of joints, cost of jointing materials etc. complete in all respect. [Conform to IS 15328:2003, solvent cement shall conform to IS 14182] 200 mm dia

(PHE USOR wef. 01.09.2023 It No. 15.31.1.3 Page. No. 260 ) Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. In Plinth & foundation 1:1½:3 (M-20) 15X0.1X0.45= 0.675