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| 1 | Clearing and Grubbing Road land including uprooting rank vegetation, grass, bushes, shrubs, shaplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unservicable material and stacking of servicable material to be used as per clause No-201 (Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P) |
| 2 | Earth work in embankment in ordinary soil ( loam clay or sand) of apporach road mechnically density not less than 97% standared proctor density at omc including breaking of clods pulverising dressing the earth to required level and slopes and in layer not more than 20cm and compacted with power road roller in each layers.Earth shall be excavated from out side of apporoch slopes and pit not exceeding 50cm in depth including all leads and lifts of earth and charges of watering and hire and fuel charges of road roller, all labour T&P etc required for proper completion of work as per MORT&H specification clause No. 305 complete in all respects (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 3 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m as per MORT&H specification clause No. 301 complete in all respects (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. in all respects (Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P.) |
| 5 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with 3.5 metre blade motor grader on prepared surface, mixing by mix in place method with 1 cum capacity front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH clause 401 With Design Job Mix Approved By Competent Authority complete in all respects. (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical 100 tonne mix plant carriage of mixed Material by 10 cum capacity tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.complete as per MoRTH clause 406 With Design Job Mix Approved By Competent Authority complete in all respects. (Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P.) |
| 7 | Providing and applying Primer Coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 Kg/sqm using mechanical means. as per MoRTH specification clause No. 502 complete in all respects. ( Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P.) |
| 8 | Providing and laying Dense Graded Bituminous Macadam(Gr.II) thickness 75 mm with higher capacity batch type 120 HMP using crushed aggregates of specified grading, premixed with bituminous VG-30 binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic 174 HP 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. With Design Job Mix Approved By Competent Authority complete in all respects. (Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P.) |
| 9 | Providing and applying tack coat with bitumen VG-10 usung bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per MoRTH specification clause No. 503 complete in all respects. (Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P.) |
| 10 | Providing and laying bituminous concrete (Gr-2) thickness 30 mm with higher capacity batch type hot mix plant capacity 120 HMP using crushed aggregates of specified grading, premixed with bituminous VG-30 binder @ 5.4 percent 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 smooth wheeled, vibratory with and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects With Design Job Mix Approved By Competent Authority complete in all respects. (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 11 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. With Design Job Mix Approved By Competent Authority complete in all respects. (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 12 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement M35 (Grade) thickness 220 mm over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed of 125 micron thick plastic sheet form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel as bar, tie rod, admixtures approved, curing compound, finishing to lines and grades with porper water curing of PQC as per MORT&H specification clause No. 602 complete in all respects With Design Job Mix Approved By Competent Authority complete in all respects. (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 13 | Earth work in cutting or filling in pattri in ordinary soil (Loam, Clay or Sand) excavation to be in the form of pit not exceeding 50cm in depth and embankment to be 20cm layers including the spreading grading to required levels slopes and density not less than 97% standared proctor density at omc meet requirement of table 300.2 and also including 1.50 m lift and 30.0m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30.0 mtr distance as per MORT&H specification clause No. 305 complete in all respects (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 14 | UTYPE DRAIN & CULVERT WORK : . Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. as per MORT&H specification clause No. 304 complete in all respects (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 15 | Cement Concrete with 40 mm gauge Stone ballast, sand of 1.25 FM & Cement in the proportion of 6:3:1 including supply of all materials labour T&P etc. complete required for proper completion of the work With Proper Curing as per S.I. No. 280 complete in all respects (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 16 | Supply of NP - 3 Class 900 mm Dia RCC Hume pipe as per direction of Engineer in Charge. complete in all respects (Excluding G.S.T but Including All Taxes, ,Labour Cass, Royality, Labour, Material & T&P.) |
| 17 | Laying and jointing with Cement morter 1:2 R.C.C hume pipe dia 900mm ang giving proper slope & alignment as required for proper completion of work. complete in all respects (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 18 | Class 150 A Bricks in 1:3 Cement & Course sand of 1.25 FM Mortar in foundation and plinth including all materials labour T&P etc. complete as per required for proper completion of the work with proper curing as per S.I. No. 305. complete in all respects (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 19 | Struck pointing with 1:2 cement & F/sand mortar on bricks work I/C raking the joints washing & cleaning and supply of all material labour T&P etc. complete as per required for proper completion of the work with proper curing as per S.I. No. 574. complete in all respects (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 20 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade (M-15) as per MoRTH 13.05 (A) 1500,1700 & 2200 with curing complete in all respects (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 21 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade (M-20) as per MoRTH 13.05 (A) 1500,1700 & 2200 with curing complete in all respects (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 22 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade (M-25) as per MoRTH 13.05 (A) 1500,1700 & 2200 with curing complete in all respects (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 23 | Supplying, fitting and placing with govt. Approved HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications with approved test report as per MoRTH 13.06 1600 & 2200 with curing complete in all respects (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 24 | Providing weep holes in Brick masonry/Plain reinforced concrete abutment, wing wall/ return with 100 mm dia AC pipe, extending thruogh full width of the structure with slope of 1V120H toeards foce complete as per drawing in all respects (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 25 | Earth work in cutting in embankment in ordinary soil (Loam,Clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers, including the ramming & dressing the surface to required levels and slops and also including 1.50 meter lift and 30meter lead. the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as direction by the Engineer incharge etc. complete in all respects (Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P.) |
| 26 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications complete in all respect. (The rate are excluding G.S.T. which will be paid extra as applicable) |
| 27 | Providing and laying Filter material (GSB) underneath pitching in slopes complete as per drawing and Technical specification complete in all respect. (The rate are excluding G.S.T. which will be paid extra as applicable) |
| 28 | 05 Year Maintenance-1st Year maintenance charge @ 0.00% including all Taxes, labour cess, but exculuding.GST. |
| 29 | 2nd Year maintenance charge @ 0.25% including all Taxes, labour cess, but exculuding.GST. |
| 30 | 3rd Year maintenance charge @ 0.50% including all Taxes, labour cess, but exculuding.GST. |
| 31 | 4rth Year maintenance charge @ 0.75% including all Taxes, labour cess, but exculuding.GST. |
| 32 | 5th Year maintenance charge @ 1.00% including all Taxes, labour cess, but exculuding.GST. Please Enable Macros to View BoQ information |
