Construction of road Zonal Part - II including Laying Water line Sewer line Drainage works Electric trench Divider Pathway and Rotary at Vyomkesh Vistar Awasiye Yojna

(A) Road Works Earth work in filling in ordinary soil including leveling dressing and ramming and also including cartage 4.00 Km distance Including loading unloading cost of earth royalty etc. all complete as per direction of E/I Excluding royality Note: Quantity & Cartage shall be executed as per site required and approvel of Engineer in charge. PWD SOR 2025 ITEM No. 253+ cartage+ cost of earth etc

Extra for machnical compection of Earth including of levelling, dressing, watering & compacting the soil to achieve 95% proctor density etc. all complete. P.S.

Construction of granular sub base (G.S.B.) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, compete at per 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 are 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. (Analysis Rate)

Providing laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material to site laying in uniform layers with paver finisher in sub base/ base course on well prepared surface and compcting with vibratory roller to achieve the desired density. complete in all respect. as per MORTH specification 406. 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. (Analysis Rate)

Providing and applying bitumen emulsion tack coat with butumenus grade VG-10 over prepare surface of granuler base(primer coat) including cleaning of road sruface sand spreading tack coat @ 0.50 Kg/ sqm using machanical means as per morth (Morth 502) (Analyis Rate)

First layer of DBM 50mm thick to 75mm Thick Providing and laying dense graded bitumenous concrete(DBM) with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder @ 4.0 % to 4.50% by weight of total mix and filler transpored to site laid over a previous prepared surface with paver finisher to the required grade level and alingment and rolled as per clause 501.6 and 501.7 to achieve the desire compaction all complete as per morth specification morth-504 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. (Analysis Rate)

Providing and applying bitumen emulsion tack coatwith butumenus grade VG-10 over bituminious surface of including cleaning of road sruface sand spreading tack coat @ 0.20 Kg/ sqm using machanical means as per morth (Morth 503) 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. (Analysis Rate)

Providing and laying bitumenous concrete (BC) 25 mm to 40mm thick with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder 60/70 grade @ 5.0 % of mix & filler transpored the hot mix to site laying with a hydrostatic paver finisher with sensor control to the required grade level and alingment and rolling with smooth wheeled vibratory and tendom rollers as per MORTH specification clause no. 509 complete in all respcet. 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. (Analysis Rate)

Providing and applying 2.5mm thick road marking strips (retro reflective of specified shade/colour using hot themoplastic material by fully/semi automatic paint applicator machine fitted with profile shoe glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P cleaning the road surface of all dirt, seals, oil grease and foreign material etc. complete as per direction of Engineer In charge and accordance with applicable specifications. DSR 2023 Item No. 16.62

Provding and fixing Glow studs(Cats Eye) af size 100x 20m made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloetrite ) or HIP (High impact polystyrene ) of ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 Kg tested in accrodance with ASTM D4280. The slope of retro- reflective surface shall be 35(+/-5) degress to base. The reflective panels of both sides with at least 12 cm of reflective area up each side. The luminationce intensity should be as per the specification and shall be tested as described in ASTM I:809 as recommended in BS :873 part 4 :1973. Teh studs shall be fixed to the Road surface using the adhesive conforming to IS as per procedure recommended by the manufacturer complet and as per direction of engineer - in - charge D.S.R. 2023 Item No. 16.50

Construction of granular sub base (G.S.B.) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, compete at per 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. For Brick Eddgeing (Analysis Rate)

First class brick work in 1:4 (one part of cement and four part of coarse sand) cement mortar in foundation and plinth incluidng supply of all material. Labour T&P etc required for proper completion of work. PWD SOR 2023 Item No. 305

Providing and laying of 80 mm thick Interlocking cement concrete tiles (300mpa) including laveling and dressing of surface to required level and slope, filling joints with local sand including the cost of material,labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge. P.W.D. New Item No. 1 page 41

Providing and laying at or near ground level factory made kerb Stone/Saucer Drain of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). D.S.R. Item No. 16.69

Providing and laying in cement concrete 4:2:1 (Stone ballast 4 (20mm nominal size) : 2 approved coarse sand:1 cement and curing complete, including cost of formwork in foundation. 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. PWD SOR ITEM No. 279(i) (07-04-2022)

RCC DIVIDER Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. excluding royality (S.I. 251)

Concrete with 4 cm guage stone ballast, coarse sand 1.25FM and cement in proportion of 8:4:1 in foundation and under floor including supply of all material labour and T&P etc. required for the proper completion of the work (S.I. 281)

R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5 : 3 (1 cement : 1.5 C. sand : 3 stone aggregate) in RCC Divider excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works strength of the concrete shall be equivalent are more than M-20. Including placeing of steel bars and binding og steel bars with wire. 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. PWD SOR 2025 Item No. 287

Add for using extra cement in the items of design mix over and above the specified cement content therein. Extra taking 25% Quantity only PWD SOR Basic Rate of Material 7i

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in as over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. excluding placing of steel bars and binding of steel with wire but including straighting cutting and bending of bars as required design. (D.S.R. 2023 S.No. 5.22.1)

Providing & Fixing PVC pipe 150mm dia 6kg preassure Including All fitting complete. Make : Astral / Finolex/Kisan PWD SOR Item NO.730A

(B) Rotary Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. including royality. P.W.D. SOR 2023 Item No. 251

Concrete with 4cm guage stone ballast,course sand of 2.75 fineness modulous and cement in proportion of 8:4:1 in foundation and under floor, including supply of all material, labour and T&P etc. required for proper completion of the work P.W.D. SOR 2023 Item No. 281

Cement concrete with 2cm gauge approved stone grit, coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. 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. P.W.D. SOR 2023 Item No. 279(a)

R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5 : 3 (1 cement : 1.5 Coarse sand : 3 stone aggregate) in footing. excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works strength of the concrete shall be equivalent are more than M-20. 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. PWD SOR 2025 Item No. 287

R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5 : 3 (1 cement : 1.5 Coarse Sand : 3 stone aggregate) in Plinth Beam excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works strength of the concrete shall be equivalent are more than M-20. 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. PWD SOR 2025 Item No. 285

R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate) in Column excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works strength of the concrete shall be equivalent are more than M-20. 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. PWD SOR 2025 Item No. 289

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in as over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. excluding placing of steel bars and binding of steel with wire but including straighting cutting and bending of bars as required design. (D.S.R. 2023 S.No. 5.22.1)

First class brick work in 1:4 (one part of cement and four part of coarse sand) cement mortar in foundation and plinth incluidng supply of all material. Labour T&P etc required for proper completion of work. P.W.D. SOR 2023 Item No. 303

First class brick work in super structure for 9" thick wall 1:4 (one part of cement and four part of coarse sand) cement mortar incluidng supply of all material. Labour T&P etc required for proper completion of work. P.W.D. SOR 2023 Item No. 305+309+310

P/L 25 mm thick cement concrete DPC 1:1.5:3 including waterproffing material as ordered by Engineer In Charge for ratio as spepify the manufacturer. P.W.D. SOR 2023 Item No. S.I. 361(a)

Painting bitumen on DPC 1.7 Kg/Sqm 85/50 or 85/25 all complete . P.W.D. SOR 2023 New Item No.1 Ch-7

12mm thick plaster with 1:4 ( one part cement & four parts of coarse sand of 2.75 F.M.) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, T&P etc. required for proper completion of the work. P.W.D. SOR 2023 Item No. 584

Mild steel or iron work of heavy size, grill and built gate and door grame etc. including cutting bending and binding, placing for required shape and size all complete of the work as per PWD SOR ITEM No. 503

Finishing with EPOXY paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface with putty etc. complete on concrete work. DSR 2023 Item No. 13.52.2

Painting on steel work with one priming coat and one coats of synthetic enemal paint all complete. PWD SOR ITEM No 1a+2+3iii(2025)

(C ) Drainage Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. excluding royality P.W.D. SOR 2023 Item No. 251

Concrete with 4 cm guage stone ballast, coarse sand 1.25FM and cement in proportion of 8:4:1 in foundation and under floor including supply of all material labour and T&P etc. required for the proper completion of the work. 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. P.W.D. SOR 2023 Item No. 281

R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate) in Footing excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works strength of the concrete shall be equivalent are more than M-20. 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. PWD SOR 2025 Item No. 287

R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate) in RCC Wall excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works strength of the concrete shall be equivalent are more than M-20. 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. PWD SOR 2025 Item No. 289

R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate) in Slab excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works strength of the concrete shall be equivalent are more than M-20. 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. PWD SOR 2025 Item No. 288

Add for using extra cement in the items of design mix over and above the specified cement content therein. Extra taking 25% Quantity only PWD SOR Basic Rate of Material 7i

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in as over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. excluding placing of steel bars and binding of steel with wire but including straighting cutting and bending of bars as required design. (D.S.R. 2023 S.No. 5.22.1)

(D) Sewerage Work Excavation in foundation in ordinary soil, loam, clay or sand including lift upto 1.5m & lead upto 30m including filling, watering and ramming of excavated earth into the trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer incharge upto adistance of 30 m from the foundation trenches (excluding royalty) P.W.D. SOR ITEM No. 251

Add to items(251 to 253 for every additional 30m. lead or part of 3.0m. Or for every additional 1.5m. Lift or part of 1.5m. P.W.D. SOR ITEM No. 251+254

Add to items(251 to 253 for every additional 30m. lead or part of 4.5m. Or for every additional 1.5m. Lift or part of 1.5m. P.W.D. SOR ITEM No. 251+254+254

Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): depth not exceeding 1.50m. D.S.R. 2023 Item No. 2.20.1

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 Depth exceeding 1.5 m but not exceeding 3.0m. D.S.R. 2023 Item No. 2.20.2

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 Depth exceeding 3.0 m but not exceeding 4.5 m. D.S.R. 2023 Item No. 2.20.3

Providing and laying RCC HUME PIPE NP3 Class (a) 600 mm dia PWD Non Schdule Item No 5iii+5(a)iii

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 :mm Internal Diameter R.C.C. pipe (a) 450 mm dia. DSR 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 :mm Internal Diameter R.C.C. pipe (a) 250 mm dia. DSR 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 :mm Internal Diameter R.C.C. pipe (b) 300 mm dia. D.S.R. 2023 Item No. 19.6.4

Providing and fixing in position the precast cement concrete in 1:2:4, 250mm saddle piller with 20mm guage stone grit coarse sand and cement as per drawing for different dia of pipe including rendring the surface smooth and cost of frame work including all labour T&P etc. required for proper completion of the work as directed by the E/I (Approved rate) 250MM dia Saddle piller P.S.

300MM dia Saddle piller P.S.

Construction of RCC circular type manhole 1500mm internal dia at bottom and 560mm dia at top with M-25 ready mix cement concrete. Foundation concrete 1:2:4 (1 cement:2 course sand:4 stoneaggregrate 20 mm nominal size) over 1 :4:8 base concrete(1 cement : course sand:8 stone aggregrate 40mm nominal size) and making neccessary channel with cement concrete 1:2:4 (1 cement:2 course sand:4 stone aggregrate 20 mm nominal size) finished with float coat of neat cement and complete as per standar design(depth 4m) (Analysis Rate)

Extra depth for RCC circular type manhole 1500mm internal dia at bottom beyond 4m depth (Analysis Rate)

Same as item no 13 but for deduction of per rmt shaft. (Analysis Rate)

Construction of RCC circular type manhole 1800mm internal dia at bottom and 560mm dia at top with M-25 ready mix cement concrete. Foundation concrete 1:2:4 (1 cement:2 course sand:4 stoneaggregrate 20 mm nominal size) over 1 :4:8 base concrete(1 cement : course sand:8 stone aggregrate 40mm nominal size) and making neccessary channel with cement concrete 1:2:4 (1 cement:2 course sand:4 stone aggregrate 20 mm nominal size) finished with float coat of neat cement and complete as per standar design(depth 4m) (Analysis Rate)

Extra depth for RCC circular type manhole 1800mm internal dia at bottom beyond 4m depth (Analysis Rate)

Same as item no 16 but for deduction of per rmt shaft. (Analysis Rate)

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cemen : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coars sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all 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 code forming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm 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. 19.9.1.1

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m 19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Deduction depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m 19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Construction of granular sub base (G.S.B.) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, compete at per 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. For placeing of sewer pipe to required lavel & Slop Including compaction GSB Layer. (Analysis Rate based on)

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

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

(E) Water Supply Works 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 80mm dia but not excaeding 300mm dia. 200mm dia pipe DSR 2.10.1.2

Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 200 mm dia Ductile Iron Class K-7 pipes D.S.R. ITEM NO. 18.72.3

250 mm dia Ductile Iron Class K-7 pipes D.S.R. ITEM NO. 18.72.4

150 mm dia Ductile Iron Class K-7 pipes D.S.R. ITEM NO. 18.72.2

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 200 mm dia pipes D.S.R. ITEM No. 18.70.3

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 250 mm dia pipes D.S.R. ITEM No. 18.70.4

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 150 mm dia pipes D.S.R. ITEM No. 18.70.2

Providing and fixing C.I. sluice valve with cap complete with bolts, nuts, rubber in section etc. below of dia sluice valve complete in all respects DSR 2018/18.31 class-II D.S.R. 18.31.4.2 200 mm diameter

Providing and fixing C.I. sluice valve with cap complete with bolts, nuts, rubber in section etc. below of dia sluice valve complete in all respects class II DSR 18.31.5.2 250 mm diameter

Providing and fixing C.I. sluice valve with cap complete with bolts, nuts, rubber in section etc. below of dia sluice valve complete in all respects class II DSR 18.31.3.2 150 mm diameter

Construction of granular sub base (G.S.B.) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, compete at per 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. For placeing of sewer pipe to required lavel & Slop Including compaction GSB Layer. (Analysis Rate based on)

Construction chamber for Sluice Valve, Fire Hydrent, Air Valve 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

Supply and fixing of C.I. under ground as per IS 989/84 ISI mark fire hydrent post type complete with bolts and nuts rubber including one sluice valve with road surface box duckfoot bend, flange, fisher and tee, reducer and standard post colomn fitted in the 63mm coupling as per direction of E/I Analsis Rate/P.S.

Providing and fixing of C.I. double acting 50mm dia air valve of approved quality with bolts, nuts, rubber inserting etc. all complete DSR 2023 Item No. 18.59.1

Plot connection Providing connection on main water line with G.I. clamps nuts socket also including 2mt long 15mm dia CPVC pipe with end cap rate as per DSR 2023 Item No. 18.13.1

Constructing 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. Analysis Rate/P.S.

Providing & Fixing PVC pipe 100mm dia 6kg /per sqm pressure Including All fitting complete. Make : Astral / Finolex/Kisan PWD SOR Item NO.730B

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. for extension of water connection 25 mm nominal dia Pipes D.S.R. Item NO. 18.9.3

(F) Electrical Trench Earth work in Excavation in ordinary soil, loam, clay or sand including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. (Excluding royality) P.W.D. SOR 2023 Item No. 251

Conctete with 4cm (1½") guage approved stone ballast approved coarse sand and cement in proportion of 8:4:1 foundation and under floor, including supply of all material labour and T&P etc required for proper completion of the work. P.W.D. SOR 2023 Item No. 281

R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5 : 3 (1 cement : 1.5 Coarse sand : 3 stone aggregate) in footing. excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works strength of the concrete shall be equivalent are more than M-20. 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. PWD SOR 2025 Item No. 287

R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate) in RCC Wall excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works strength of the concrete shall be equivalent are more than M-20. 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. PWD SOR 2025 Item No. 289

R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate) in Slab excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works strength of the concrete shall be equivalent are more than M-20. 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. PWD SOR 2025 Item No. 288

Add for using extra cement in the items of design mix over and above the specified cement content therein. Extra taking 25% Quantity only PWD SOR Basic Rate of Material 7i

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in as over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. excluding placing of steel bars and binding of steel with wire but including straighting cutting and bending of bars as required design. (D.S.R. 2023 S.No. 5.22.1)

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