134/26.12.2025

Earth work in excavation for foundation, trenchesfor 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. (15.6.3) Ordinary rock or soft rock with or without blasting ( PHE USOR wef. 01.09.2023 It. No. 15.6.3 P.No. 257) 24x1.60x1.60x0.25 = 15.36+ 5x1.80x1.80x0.25 = 4.05 12x1.20x1.20x0.25 =4.32 Total 23.73

Earth work in excavation for foundation, in building works 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 kind of soil ( PHE USOR wef. 01.09.2023 It. No. 15.6.1 P.No. 257 ) 24x{(1.60x1.60x0.60)-(0.785x0.85²x0.60)}=28.704 5x(1.80²X1.80)-(0.785X1.60X1.10X1.50)= 18.80 12{(1.20x1.20x1.00)-(1.00x1.00x0.90)}= 6.48Tot. 53.984

Demolishing Brick work in lime or cement mortar in any mix including stacking of serviceable material and disposal of unserviceable material with in 50 meter lead as per direction of engineer-in-charge. ( In cement mortar ) ( PHE USOR wef. 01.09.2023 It. No. 15.15 P.No. 258 ) 24x0.785[(1.60+1.10/2)²-(1.20+0.70/2)²]x0.60= 10.399

Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20% in foundation & plinth i/c curing etc. complete. in cement mortar 1:4 ( PHE USOR wef. 01.09.2023 It. No. 15.40.2 P.No. 262 24x0.785x0.92x1.00= 17.333

Replacement of M.S. Foot rests in manhole including dismantling concrete block and fixing with 20x20x10 cm C.C. blocks of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) With 20mm square bar foot rest ( PHE USOR wef. 01.09.2023 It. No. 29.21.1 P.No. 374)

12 mm thick cement plaster in single coat finished even smooth and curing complete. (i) in cement mortar 1:3 ( PHE USOR wef. 01.09.2023 It. No. 15.46.1 P.No.263 ) 24x3.14x(1.60+1.10/2)x1.00= 101.736 24x3.14x(1.20+0.70/2)x1.00= 71.592 Total 173.33

Providing & fixing of ISI marked pre cast reinforced cement concrete manhole cover including frame and transporting at site, cost of all material etc. 560 mm dia heavy duty. ( PHE USOR wef. 01.09.2023 It. No. 29.25.5P.No. 377)

Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding watering and ramming. ( PHE USOR wef. 01.09.2023 It. No. 15.12 P.No. 258)

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. Manhole 1.20 m dia circular, and 1.65 m deep ( PHE USOR wef. 01.09.2023 It. No. 29.19.6 P.No. 376)

Manholes size 60x60 and 90 cm deep. ( PHE USOR wef. 01.09.2023 It. No. 29.18.5 P.No. 376)

Pumping out to removed the sewers blockage 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 wef. 01.09.2023 It. No. 29.22 P.No. 376)

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 1650 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 for separately) ( PHE USOR wef. 01.09.2023 It. No. 29.12.1 P.No. 374 and Corrigendum no. 1 Dt. 16-08-2024 )

Constructing Brick Masonry Manhole in Cement Mortar 1 :4 (1 cement : 4 fine sand) R.C.C. top slab 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1cement : 3 fine sand) finished with a floating coat of neat cement and making channels in CC 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including finishing the channel to shape, curing etc. ( Excavation foot rest and external cement plaster shall be paid for separately) Inside size 60x60 cm and 90 cm deep manhole with fixing of ISI marked pre cast RCC manhole cover & frame i/c transportation etc. 600x600 mm size heavy duty . ( PHE USOR w.e.f.01-09-2023 It. No. 29.8.1 P.No.373 )

Providing MS foot rests i/c fixing in manhole with 20x20x10cm CC blocks of 1:3:6 (1 cement:3 coarse sand : 6 graded stone aggregate 20mm nominal size ) With 20mm square bar foot rest ( PHE USOR wef. 01.09.2023 It. No. 29.14.1 P.No. 374)

Making connection of drain or sewer line with existing service lines Manhole including breaking into and making good the walls, floors etc. with cement concrete 1 :2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), cement plastered with CM 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels etc. complete. For 100 to 200 mm dia pipes. ( PHE USOR wef. 01.09.2023 It. No. 29.15.1 P.No.375)

Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. In plinth and foundation (ii) 1:2:4 (M-15) ( PHE USOR wef. 01.09.2023 It. No. 15.31.1.2 P.No. 260) for coping 24x0.785x(1.10²-0.70²)x0.05=0.678 for c:c road 24x{(1.60x1.60x0.25)-(0.785x0.96²x0.25)}=11.016+ 5x{(1.80x1.80x0.25)-(0.785x0.96²x0.25)}= 3.15 12x{(1.20x1.20x0.25)-(1.00x1.00x0.25)}=1.32 Total 16.164

Providing & fixing of ISI marked pre cast reinforced cement concrete manhole cover without frame and transporting at site, cost of all material etc. 560 mm dia heavy duty ( PHE USOR wef. 01.09.2023 It. No. 29-26.5 P.No. 377)

Lifting & Placing of manhole cover during cleaning of chocked sewer line & manhole. (ii) SFRC 560 mm dia size ( PHE USOR wef. 01.09.2023 It. No. 29.27 P.No. 377)

Making arrangement for dat (plugging of sewer) including all required material such as steel plate, manila rope, gunny bags, earth etc. or by and other plugging device with all required T & P and safety equipment including dewatering. Depth up to 1.5 m ( PHE USOR wef. 01.09.2023 It. No. 29.31.1.1 P.No. 195) 100 mm Dia for connection

( It. No. 29.31.1.3) 200 mm dia sewer line

Cleaning of Silt, sludge brick bats, polythene bags, garbage etc. from chocked sewer manholes / sewer drains & Nallahs/ wet well of SPH/ Anaerobic & Facultative Pond of STP with all required T&P such as bucket, manila rope, and all required safety equipment such as safety belt, gas mask, oxygen cylinder etc. including disposal of silt/ sludge upto 50 mtr lead & 1.5 mtr. lift as directed by Engineer-in-Charge including dewatering but excluding dat (plugging of sewer pipe line) Depth up to 1.50 m ( PHE USOR wef. 01.09.2023 It. No. 29.32.1 P.No.380) 60x0.785x1.10x1.10x0.70= 39.89

Cleaning of Silt, sludge brick bats, polythene bags, garbage etc. from chocked sewer line with all required T&P and Safety equipment such as bucket, manila rope, safety belt, gas mask, oxygen cylinder etc. including disposal of silt, sludge upto 50m lead & lift up to 1.5mtr. as directed by Engineer-in- Charge including dewatering but excluding dat (plugging of sewer pipe line) for 200 mm dia ( PHE USOR wef. 01.09.2023 It. No. 29.33.2 P.No. 380)

Carriage of desilted sludge & other material from sewage components by mechanical transport including loading unloading & stacking etc. Distance 2 Km. ( PHE USOR wef. 01.09.2023 It. No. 29.35.2 P.No. 383 and Corrigendum no. 1 Dt. 16-08-2024 ) Deduct 20 % air voides of

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