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| 1 | PART : A - ROAD WORKClearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.D.S.R. 2023 Item No. 2.31 |
| 2 | Earth work in filling in ordinary soil including leveling dressing and ramming and also including cartage 8.00 Km distance Including loading unloading cost of earth royalty etc. all complete as per direction of E/I Excluding royality Analysis |
| 3 | Earth work with machanical compaction including of levelling, dressing, watering & compacting the soil to achieve 95% proctor density etc. all complete P.W.D. SOR Item No. 253bMoradabad Circle 01-05-2022 |
| 4 | 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 |
| 5 | Providing and laying spreading and compactive grade stone aggregate to WMM specification incluid premixing the material with at OMC in mechanical mix plant close grade, mixing in mechanical mix plant at OMC carriage of mixed material by tipper to site,laying in uniform layers with paver in sub base /base course on well prepared surface and compacting with vibrating roller to achive the desired density.406 of MORT &H specification and as per direction of the engineer-in charge (A.R)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 |
| 6 | Providing and applying Primer Coat with bitumen emulsion SS1 grade on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.Already Sanction Rate in MDA (MBD)(Analyis Rate)Moradabad Circle |
| 7 | Providing and laying Dense Graded Bituminous Macadam with higher capicity batch type HMP using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 4.50 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in all respects.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 |
| 8 | Providing and applying Tack Coat with bitumen emulsion SS1 grade using emulsion pressure distributor at the rate of 0.20 kg/sqm on prepared bituminous / granular surface cleaned with mechenical broomAlready Sanction Rate in MDA (MBD)(Analysis Rate) Moradabad Circle |
| 9 | Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 5.0 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects.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 |
| 10 | 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 2021 Item No. 16.62 |
| 11 | 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 (S.I. 16.50 DSR 2021) |
| 12 | PART - B - RCC DIVIDEREarth 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 anddisposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.D.S.R. 2023 Item No. 2.8.1 |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)D.S.R. 2023 Item No. 4.1.8 |
| 14 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)RCC Work for Raft Footing, Divider.D.S.R. Item No. 5.1.2 |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.As pe MDA Rate Analysis 2025 |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.DSR 2023 Item No. 5.9.2 |
| 17 | Providing & Fixing PVC pipe 160mm outer dia working pressure 6.00kg/cm square Including All fiotting complete. Make : Astral / Finolex/KisanPWD SOR Item NO.730AExcluding Excavation of trench. |
| 18 | PART -C- Drainage WorksEarth 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 anddisposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.D.S.R. 2023 Item No. 2.8.1 |
| 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)D.S.R. 2023 Item No. 4.1.8 |
| 20 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)RCC Work for Raft Footing, Drain Walls, Culverts Slab.D.S.R. Item No. 5.1.2 |
| 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.As pe MDA Rate Analysis 2025 |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concreteDSR 2023 Item No. 5.9.1 |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.DSR 2023 Item No. 5.9.2 |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platformDSR 2023 Item No. 5.9.3 |
| 25 | PART- D- PATHWAY 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.D.S.R. 2023 Item No. 2.8.1 |
| 26 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)D.S.R. 2023 Item No. 4.1.8 |
| 27 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)D.S.R. 2023 Item No. 6.2.1 |
| 28 | 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.Already Sanction Rate in MDA (MBD)(Analysis Rate) |
| 29 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 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.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.D.S.R. 2023 Item No. 16.91.2 |
| 30 | Providing and laying at or near ground level factory made kerb stone 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).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.D.S.R. Item No. 16.69 |
| 31 | 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 |
| 32 | PART - E- Electric Trench 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 anddisposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.D.S.R. 2023 Item No. 2.8.1 |
| 33 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)D.S.R. 2023 Item No. 4.1.8 |
| 34 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)RCC Work for Raft Footing, Drain Walls, Culverts Slab.D.S.R. Item No. 5.1.2 |
| 35 | Centering & shuttering including strutting propping etc. and removal of form work for walls (any thickness) including attached plateris, butteresses plinth and string couse etc. DSR 2023 S.I. 5.9.2) |
| 36 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.As pe MDA Rate Analysis 2025 Please Enable Macros to View BoQ information |