3- Govindpuram avasiya yojana phase-I ke antargat sector-01, 02, va 03 me aantrik sewer line tatha 24.00M va 18.00M chaude zonal margo par Bahaya sewer line Bichhane ka karya.

Sector 01 - Sewer Line Excavatiing trenches of required width for pipes, cables, etc.including excavation for sockets, depth upto 1.5mt including getting out the excavated materilas returning the soil as pequired in layers not exceeding 20cm in depth, including consolidating each deposited layers by ramming, watering etc. and dispositing of surplus exacavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm D.S.R. 2023 Item No. 2.10.1.3

Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).1.50 to 3.00 Mt B.G.L. D.S.R. 2023 Item No. 2.14.1.1

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (a) 250 mm dia. R.C.C. pipe D.S.R. 2023 Item No. 19.6.3

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (a) 300 mm dia. R.C.C. pipe D.S.R. 2023 Item No. 19.6.4

Providing and laying in position specified grade of cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) D.S.R. Item No. 5.1.3

Providing and fixing of open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered) depth 1.5mt to 3.00 mt all complete as directed by E/I D.S.R. 2023 Item No. 2.20.2

Constructing brick masonry circular type manhole 0.91m internal dia. at bottom and 0.56 m dia. at top in cement mortar 1 : 4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement :3 Coarse sand :6 graded stone aggregate 40 mm nominal size), and making necessary channels in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat of neat cement complete as per standard design, 0.91 m deep with S.F.R.C. cover and frame (Heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. ( Excavation,foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately); With Common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.9.1.1

Extra depth for Circular type manholes: 0.91m internal dia. at bottom beyond 0.91 m to 1.67 m with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.10.1

Constructing brick masonry circular type manhole 1.22 m internal dia. at bottom and 0.56 m dia. at top in cement mortar 1 : 4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement :3 Coarse sand :6 graded stone aggregate 40 mm nominal size), and making necessary channels in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat of neat cement complete as per standard design; 1.68 m deep with S.F.R.C. cover and frame (Heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. ( Excavation,foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) With Common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.11.1.1

Extra depth for Circular type manholes: 1.22 m internal dia. at bottom beyond 1.68 m to 2.29 m with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.12.1

Construction of RCC M20 grade rectangular size 90x120x150cm including 15 cm thick rcc wall having volume 1.08 cubic meter earth work in foundation 5.19 cum, base concrete 1:4:8 with 40mm gauge stone ballast in the foundation of manhole 0.47cum, RCC (1:1.5:3) raft 15cm thick 0.27cum, RCC (1:1.5:3) wall 15cm thick 1.5m deep, 1.08cum, CC 1:2:4 in cunit of manhole 0.162cum, providing and fixing manhole cover HD 20 56cm dia dsr 2023 SI.19.19.4, RCC 1:1.5:3 M20 grade Slab 0.228cum slab thickness 15cm and 6nos of footrest 16mm dia roundbar 85cm long each steps and ms in plain work 1548kg for raft wall & Slab including supply of all material labour T& P as per direction of Engineer In Charge. Analysis. Analysis Rate

Addition for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x600x1500mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

Subtraction for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x1200x1000mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

Construction of RCC M20 grade rectangular size 90x60x150cm including 15 cm thick rcc wall having volume .81 cubic meter earth work in foundation 2.97 cum, base concrete 1:4:8 with 40mm gauge stone ballast in the foundation of manhole 0.180 cum, RCC (1:1.5:3) raft 15cm thick 0.162 cum, RCC (1:1.5:3) wall 15cm thick 1.5m deep, 0.81cum, CC 1:2:4 in cunit of manhole 0.162cum, providing and fixing manhole cover HD 20 56cm dia dsr 2023 SI.19.19.4, RCC 1:1.5:3 M20 grade Slab 0.120cum slab thickness 15cm and 6nos of footrest 16mm dia roundbar 85cm long each steps and ms in plain work 1548kg for raft wall & Slab including supply of all material labour T& P as per direction of Engineer In Charge. Analysis Rate

Addition for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x600x1500mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

Substraction for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x600x1500mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

Construction of Plot Sewer connecting chamber internal size 60x75x90cm. Wall thickness will be 35cm including providing and laying (1:4:8) 1 cement :4 coarse Sand : 8 Stone grit 40mm size in thickness 8cm., M-150 Brick work in foundation (1:4) Cement, Coarse Sand mortar in 90cm height, 12mm thickness cement plaster 1:4 cement, coarse sand mortar in 90cm height internal & external both side of chember, internal neat cement finish, R.C.C. (1:1.5:3) M20 Grid grab Size 130x145x10Cm., MS reinforcement for RCC Slab 15kg and cement concrete 1:2:4 for making cunite and base floor of chamber including supply of all material labour T&P as per direction of Engineer in charge. For Plot area more than 182.00 sq.mt. Analysis

Construction of Plot Sewer connecting masonry chamber 60x60x75cm inside , in brick work in cement mortar 1:4 (1cement:4 coarse sand) for sluice vavle, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size), I/C necessary excavation, foundation concrete 1:5:10 (1 cement:5 fine ksand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick, finised with a floating coat of neat cement complete as per standard design. For Plot area upto 182.00 Square Meter. Analysis Rate/P.S.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe D.S.R. Item No. 19.6.2

Sector 02 - Sewer Line Excavatiing trenches of required width for pipes, cables, etc.including excavation for sockets, depth upto 1.5mt including getting out the excavated materilas returning the soil as pequired in layers not exceeding 20cm in depth, including consolidating each deposited layers by ramming, watering etc. and dispositing of surplus exacavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm D.S.R. 2023 Item No. 2.10.1.3

Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).1.50 to 3.00 Mt B.G.L. D.S.R. 2023 Item No. 2.14.1.1

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (a) 250 mm dia. R.C.C. pipe D.S.R. 2023 Item No. 19.6.3

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (a) 300 mm dia. R.C.C. pipe D.S.R. 2023 Item No. 19.6.4

Providing and laying in position specified grade of cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) D.S.R. Item No. 5.1.3

Providing and fixing of open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered) depth 1.5mt to 3.00 mt all complete as directed by E/I D.S.R. 2023 Item No. 2.20.2

Constructing brick masonry circular type manhole 0.91m internal dia. at bottom and 0.56 m dia. at top in cement mortar 1 : 4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement :3 Coarse sand :6 graded stone aggregate 40 mm nominal size), and making necessary channels in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat of neat cement complete as per standard design, 0.91 m deep with S.F.R.C. cover and frame (Heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. ( Excavation,foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately); With Common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.9.1.1

Extra depth for Circular type manholes: 0.91m internal dia. at bottom beyond 0.91 m to 1.67 m with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.10.1

Constructing brick masonry circular type manhole 1.22 m internal dia. at bottom and 0.56 m dia. at top in cement mortar 1 : 4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement :3 Coarse sand :6 graded stone aggregate 40 mm nominal size), and making necessary channels in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat of neat cement complete as per standard design; 1.68 m deep with S.F.R.C. cover and frame (Heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. ( Excavation,foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) With Common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.11.1.1

Extra depth for Circular type manholes: 1.22 m internal dia. at bottom beyond 1.68 m to 2.29 m with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.12.1

Construction of RCC M20 grade rectangular size 90x120x150cm including 15 cm thick rcc wall having volume 1.08 cubic meter earth work in foundation 5.19 cum, base concrete 1:4:8 with 40mm gauge stone ballast in the foundation of manhole 0.47cum, RCC (1:1.5:3) raft 15cm thick 0.27cum, RCC (1:1.5:3) wall 15cm thick 1.5m deep, 1.08cum, CC 1:2:4 in cunit of manhole 0.162cum, providing and fixing manhole cover HD 20 56cm dia dsr 2023 SI.19.19.4, RCC 1:1.5:3 M20 grade Slab 0.228cum slab thickness 15cm and 6nos of footrest 16mm dia roundbar 85cm long each steps and ms in plain work 1548kg for raft wall & Slab including supply of all material labour T& P as per direction of Engineer In Charge. Analysis. Analysis Rate

Addition for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x600x1500mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

Subtraction for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x1200x1000mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

Construction of RCC M20 grade rectangular size 90x60x150cm including 15 cm thick rcc wall having volume .81 cubic meter earth work in foundation 2.97 cum, base concrete 1:4:8 with 40mm gauge stone ballast in the foundation of manhole 0.180 cum, RCC (1:1.5:3) raft 15cm thick 0.162 cum, RCC (1:1.5:3) wall 15cm thick 1.5m deep, 0.81cum, CC 1:2:4 in cunit of manhole 0.162cum, providing and fixing manhole cover HD 20 56cm dia dsr 2023 SI.19.19.4, RCC 1:1.5:3 M20 grade Slab 0.120cum slab thickness 15cm and 6nos of footrest 16mm dia roundbar 85cm long each steps and ms in plain work 1548kg for raft wall & Slab including supply of all material labour T& P as per direction of Engineer In Charge. Analysis Rate

Addition for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x600x1500mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

Substraction for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x600x1500mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

Construction of Plot Sewer connecting chamber internal size 60x75x90cm. Wall thickness will be 35cm including providing and laying (1:4:8) 1 cement :4 coarse Sand : 8 Stone grit 40mm size in thickness 8cm., M-150 Brick work in foundation (1:4) Cement, Coarse Sand mortar in 90cm height, 12mm thickness cement plaster 1:4 cement, coarse sand mortar in 90cm height internal & external both side of chember, internal neat cement finish, R.C.C. (1:1.5:3) M20 Grid grab Size 130x145x10Cm., MS reinforcement for RCC Slab 15kg and cement concrete 1:2:4 for making cunite and base floor of chamber including supply of all material labour T&P as per direction of Engineer in charge. For Plot area more than 182.00 sq.mt. Analysis

Construction of Plot Sewer connecting masonry chamber 60x60x75cm inside , in brick work in cement mortar 1:4 (1cement:4 coarse sand) for sluice vavle, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size), I/C necessary excavation, foundation concrete 1:5:10 (1 cement:5 fine ksand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick, finised with a floating coat of neat cement complete as per standard design. For Plot area upto 182.00 Square Meter. Analysis Rate/P.S.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe D.S.R. Item No. 19.6.2

Sector 03 - Sewer Line Excavatiing trenches of required width for pipes, cables, etc.including excavation for sockets, depth upto 1.5mt including getting out the excavated materilas returning the soil as pequired in layers not exceeding 20cm in depth, including consolidating each deposited layers by ramming, watering etc. and dispositing of surplus exacavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm D.S.R. 2023 Item No. 2.10.1.3

Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).1.50 to 3.00 Mt B.G.L. D.S.R. 2023 Item No. 2.14.1.1

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (a) 250 mm dia. R.C.C. pipe D.S.R. 2023 Item No. 19.6.3

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (b) 300 mm dia. R.C.C. pipe D.S.R. 2023 Item No. 19.6.4

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (c) 450 mm dia. R.C.C. pipe D.S.R. 2023 Item No. 19.6.5

Providing and laying in position specified grade of cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) D.S.R. Item No. 5.1.3

Providing and fixing of open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered) depth 1.5mt to 3.00 mt all complete as directed by E/I D.S.R. 2023 Item No. 2.20.2

Constructing brick masonry circular type manhole 0.91m internal dia. at bottom and 0.56 m dia. at top in cement mortar 1 : 4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement :3 Coarse sand :6 graded stone aggregate 40 mm nominal size), and making necessary channels in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat of neat cement complete as per standard design, 0.91 m deep with S.F.R.C. cover and frame (Heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. ( Excavation,foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately); With Common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.9.1.1

Extra depth for Circular type manholes: 0.91m internal dia. at bottom beyond 0.91 m to 1.67 m with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.10.1

Constructing brick masonry circular type manhole 1.22 m internal dia. at bottom and 0.56 m dia. at top in cement mortar 1 : 4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement :3 Coarse sand :6 graded stone aggregate 40 mm nominal size), and making necessary channels in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat of neat cement complete as per standard design; 1.68 m deep with S.F.R.C. cover and frame (Heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. ( Excavation,foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) With Common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.11.1.1

Extra depth for Circular type manholes: 1.22 m internal dia. at bottom beyond 1.68 m to 2.29 m with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R. 2023 Item No. 19.12.1

Construction of RCC M20 grade rectangular size 90x120x150cm including 15 cm thick rcc wall having volume 1.08 cubic meter earth work in foundation 5.19 cum, base concrete 1:4:8 with 40mm gauge stone ballast in the foundation of manhole 0.47cum, RCC (1:1.5:3) raft 15cm thick 0.27cum, RCC (1:1.5:3) wall 15cm thick 1.5m deep, 1.08cum, CC 1:2:4 in cunit of manhole 0.162cum, providing and fixing manhole cover HD 20 56cm dia dsr 2023 SI.19.19.4, RCC 1:1.5:3 M20 grade Slab 0.228cum slab thickness 15cm and 6nos of footrest 16mm dia roundbar 85cm long each steps and ms in plain work 1548kg for raft wall & Slab including supply of all material labour T& P as per direction of Engineer In Charge. Analysis. Analysis Rate

Addition for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x600x1500mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

Subtraction for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x1200x1000mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

Construction of RCC M20 grade rectangular size 90x60x150cm including 15 cm thick rcc wall having volume .81 cubic meter earth work in foundation 2.97 cum, base concrete 1:4:8 with 40mm gauge stone ballast in the foundation of manhole 0.180 cum, RCC (1:1.5:3) raft 15cm thick 0.162 cum, RCC (1:1.5:3) wall 15cm thick 1.5m deep, 0.81cum, CC 1:2:4 in cunit of manhole 0.162cum, providing and fixing manhole cover HD 20 56cm dia dsr 2023 SI.19.19.4, RCC 1:1.5:3 M20 grade Slab 0.120cum slab thickness 15cm and 6nos of footrest 16mm dia roundbar 85cm long each steps and ms in plain work 1548kg for raft wall & Slab including supply of all material labour T& P as per direction of Engineer In Charge. Analysis Rate

Addition for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x600x1500mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

Substraction for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x600x1500mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

Construction of Plot Sewer connecting chamber internal size 60x75x90cm. Wall thickness will be 35cm including providing and laying (1:4:8) 1 cement :4 coarse Sand : 8 Stone grit 40mm size in thickness 8cm., M-150 Brick work in foundation (1:4) Cement, Coarse Sand mortar in 90cm height, 12mm thickness cement plaster 1:4 cement, coarse sand mortar in 90cm height internal & external both side of chember, internal neat cement finish, R.C.C. (1:1.5:3) M20 Grid grab Size 130x145x10Cm., MS reinforcement for RCC Slab 15kg and cement concrete 1:2:4 for making cunite and base floor of chamber including supply of all material labour T&P as per direction of Engineer in charge. For Plot area more than 182.00 sq.mt. Analysis

Construction of Plot Sewer connecting masonry chamber 60x60x75cm inside , in brick work in cement mortar 1:4 (1cement:4 coarse sand) for sluice vavle, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size), I/C necessary excavation, foundation concrete 1:5:10 (1 cement:5 fine ksand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick, finised with a floating coat of neat cement complete as per standard design. For Plot area upto 182.00 Square Meter. Analysis Rate/P.S.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe D.S.R. Item No. 19.6.2

Along 24.00M. & 18.00M. wide Zonal Roads, External Sewer Line 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. Below Ground Level 0 to 1.50 Meter. D.S.R. 2023 Item No. 2.8.1

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil Below Ground Level 1.50 to 3.00 Meter. D.S.R. 2023 Item No. 2.26.1

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil Below Ground Level 3.00 to 4.50 Meter. D.S.R. 2023 Item No. 2.26.1+2.26.1

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (a) 300 mm dia. R.C.C. pipe D.S.R. 2023 Item No. 19.6.3

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (b) 450 mm dia. R.C.C. pipe D.S.R. 2023 Item No. 19.6.5

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (b) 600 mm dia. R.C.C. pipe D.S.R. 2023 Item No. 19.6.7

Providing and laying in position specified grade of cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) D.S.R. Item No. 5.1.3

Providing and fixing of open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered) depth 1.5mt to 3.00 mt all complete as directed by E/I D.S.R. 2023 Item No. 2.20.2

Construction of RCC M20 grade rectangular size 90x120x150cm including 15 cm thick rcc wall having volume 1.08 cubic meter earth work in foundation 5.19 cum, base concrete 1:4:8 with 40mm gauge stone ballast in the foundation of manhole 0.47cum, RCC (1:1.5:3) raft 15cm thick 0.27cum, RCC (1:1.5:3) wall 15cm thick 1.5m deep, 1.08cum, CC 1:2:4 in cunit of manhole 0.162cum, providing and fixing manhole cover HD 20 56cm dia dsr 2023 SI.19.19.4, RCC 1:1.5:3 M20 grade Slab 0.228cum slab thickness 15cm and 6nos of footrest 16mm dia roundbar 85cm long each steps and ms in plain work 1548kg for raft wall & Slab including supply of all material labour T& P as per direction of Engineer In Charge. Analysis. Analysis Rate

Addition for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x600x1500mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

Subtraction for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x1200x1000mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

Construction of RCC M20 grade rectangular size 90x60x150cm including 15 cm thick rcc wall having volume .81 cubic meter earth work in foundation 2.97 cum, base concrete 1:4:8 with 40mm gauge stone ballast in the foundation of manhole 0.180 cum, RCC (1:1.5:3) raft 15cm thick 0.162 cum, RCC (1:1.5:3) wall 15cm thick 1.5m deep, 0.81cum, CC 1:2:4 in cunit of manhole 0.162cum, providing and fixing manhole cover HD 20 56cm dia dsr 2023 SI.19.19.4, RCC 1:1.5:3 M20 grade Slab 0.120cum slab thickness 15cm and 6nos of footrest 16mm dia roundbar 85cm long each steps and ms in plain work 1548kg for raft wall & Slab including supply of all material labour T& P as per direction of Engineer In Charge. Analysis Rate

Addition for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x600x1500mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

Substraction for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x600x1500mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

Construction of Plot Sewer connecting chamber internal size 60x75x90cm. Wall thickness will be 35cm including providing and laying (1:4:8) 1 cement :4 coarse Sand : 8 Stone grit 40mm size in thickness 8cm., M-150 Brick work in foundation (1:4) Cement, Coarse Sand mortar in 90cm height, 12mm thickness cement plaster 1:4 cement, coarse sand mortar in 90cm height internal & external both side of chember, internal neat cement finish, R.C.C. (1:1.5:3) M20 Grid grab Size 130x145x10Cm., MS reinforcement for RCC Slab 15kg and cement concrete 1:2:4 for making cunite and base floor of chamber including supply of all material labour T&P as per direction of Engineer in charge. Analysis

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe D.S.R. Item No. 19.6.2

Constuction of granular sub -base by providing close graded meterial (Grade-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix place method with rotavater at Omc, and compacting with vibratory to achive the desired density, complete as per MORTH clause 401 Note : Contractor will make arrangement before doing the work job mix formula will be prepaired and aproved by Govt./Semi Govt./ Instituition by ISO certified repoted lab. Job mix will be aproved by compitent authority of RDA. It will be applicable in R.C.C. work M20/M25 and GSB/WMM/DBM/BC. Bitumens and cement and other material will be used as per job mix, for this no extra pay will be done. Already Sanction Rate in MDA (MBD) (Analysis Rate) Moradabad Circle

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