172/23.01.2026

Item 29.32.1 PHE SOR 2023 Page No. 380 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-inCharge including dewatering but excluding dat (plugging of sewer pipe line). Collection Chambers 2.10X2.10X1.50 = 6.615 Grit Chamber 2.10X4.00X1.50 = 12.60 3.00X12.00X1.50 = 54.00 Wet Well Depth Range 4.50 to 6.00 0.785X(16.80²-10.80²)X0.90 = 116.98 Depth Range 6.00 to 7.50 0.785X(16.80²-10.80²)X1.50 = 194.99 Depth Range 7.50 to 9.00 0.785X(16.80²-10.80²)X1.50 = 194.99

Item 29.32.2 PHE SOR 2023 Page No. 380 Extra rate for depth 1.5 m to 3m or part for Collection Chamber.

Item 29.32.4 PHE SOR 2023 Page No. 380 Extra rate for depth 4.50 m to 6m or part Grit Chamber = 66.6 Wet Well = 116.98

Item 29.32.5 PHE SOR 2023 Page No. 380 Extra rate for depth 6m to 7.5 m or part Wet Well = 194.99

Item 29.32.6 PHE SOR 2023 Page No. 380 Extra rate for depth 7.5m to 9m or part Wet Well = 194.99

Item 29.35.6 PHE SOR 2023 Page No. 384 Carriage of desilted sludge & other material from sewage components by mechanical transport including loading unloading & stacking etc Distance 10 km 80% of 580.175 = 464.14

Item 15.19 PHE SOR 01.09.2023 Page No. 259 Dismantling of Cement Concrete Pavement by mechanical means using pneumatic tools i.e. concrete cutter and concrete braker cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. (use of cement concrete cutter before breaking the concrete road is mandatory for this item). 40X0.65X0.30+4X1.8X1.8X0.30= 11.688

Item 15.6.1 PHE SOR 01.09.2023 Page No. 257 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 of disposal of excavated earth ,lead upto 50 m and lift up to 1.5 m,disposed earth to be leaved and neatly dressed.all kind of soil. 40X0.65X1.35+4X1.8X1.8X1.35= 21.006

Item 15.30.1.3 PHE SOR 01.09.2023 Page No. 260 Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate). In foundation and plinth 1:3:6 (M-10) 40X0.65X0.15= 3.90

Item 27.1.4 PHE SOR 01.09.2023 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

Item 15.31.1.3 PHE SOR 01.09.2023 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) 40X1/2X0.20X0.40= 1.60

Item 29.12.1 PHE SOR 01.09.2023 Page No. 374 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 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.

Item 15.46.1 PHE SOR 01.09.2023 Page No. 263 12mm thick cement plaster in single coat including finishing even, smooth and curing complete. 1:3 (1 cement : 3 sand) 4X3.14X1.38X1.30 = 22.52

Item 29.14.1 PHE SOR 01.09.2023 Page No. 374 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.

Item 29.15.1 PHE SOR 01.09.2023 Page No. 375 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

Item 15.12 PHE SOR 01.09.2023 Page No. 258 Filling available excavated earth in trenches, lead up to 50m and lift upto 1.5m in all kind of soil excluding watering and ramming. 80% of 21.006= 16.804

Item 15.31.1.4 PHE SOR 01.09.2023 Page No. 260 Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. 1:1:2 (M-25) 40X0.65X0.30+4X[1.8X1.80X0.30-0.785X0.56X0.56X0.30]=8.736

Please Enable Macros to View BoQ information