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| 1 | Supply & Laying of Good earth in layer not exceeding 20cm in depth breaking clods watering rolling each layers with 1/2 tonne roller or woodeen or steel rammer and rolling 3rd & Top layer with power roller of minimum 8tonnes and dressing upto embankment for roads flood bank marginal banks and guide banks aor filling up groubd depression as per MORTH (AR/YEIDA) Good earth. ALL LEADS AR YEIDA 301 SOR 2020 |
| 2 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DAR-/16.2/based on uppwd / SOR-2020) |
| 3 | Granular sub-base with close graded A, plant mix methodConstruction of granular sub-base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at motar grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material (MORTH/(AR/YEIDA) |
| 4 | (ROYALITY)Granular sub-base with close graded A, plant mix methodConstruction of granular sub-base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at motar grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material (MORTH/(AR/YEIDA) |
| 5 | Wet mix macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam precification including premixing the material with water OMC in mechanical mix plant 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 vibratory roller to achieve the desired density as per Technical Specification Clause 406 of MORTH/(AR/YEIDA) |
| 6 | (ROYALITY)Wet mix macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam precification including premixing the material with water OMC in mechanical mix plant 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 vibratory roller to achieve the desired density as per Technical Specification Clause 406 of MORTH/(AR/YEIDA) |
| 7 | Providing and applying primer coat with bitumen VG:10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means |
| 8 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor on the prepared bituminous surface cleaned with mechanical broom (Morth 503(ii)/AR/ YEIDA /based on uppwd / SOR-2020 ) On granular base such as WBM and WMM surface with 2.50Kg of bitumen for 10Sqm AR YEIDA MORTH SOR 2020 503 |
| 9 | Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25 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. 507 complete in all respects. Grade II (50 mm thick) VG-30 |
| 10 | Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 MORTH specification clause No. 509 complete in all respects Grade II (CRMB-55) |
| 11 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With bricks of class designation-150 (DAR-2018/16.7.1/based on uppwd / SOR-2020 ) |
| 12 | Cement concrete with 4cm gauge approved stone ballast, Coarse sand & Cement in the proportion of in 8:4:1 (8 graded stone aggregate 40 mm nominal size : 4 Coarse sand :1 Cement ) including supply of all materials, Labour, Tools & Plants etc. reqired for proper completion of the work.(UPPWD/SOR/2020/281) |
| 13 | M-150 brick work in 1:4 cement & Coarse sand 2.20 F.M mortar in foundation and plinth including supply of all materials labour complection of the work UPPWD SOR 305(a) |
| 14 | 12mm cement plaster of mix:1:6 (1 cement : 6 coarse sand) (DAR/13.4.2/ Based on UPPWD/ SOR-2020) |
| 15 | White washing Three coats including supply of all material labour tools & plants etc.required for proper complection of the work (UPPWD/SOR-2020/673) |
| 16 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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).(DAR/16.69/Based on UPPWD/SOR-2020) |
| 17 | Supply and laying of ISI marked R.C.C. NP-3 pipes of following sizes including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings.of following dia 250mm dia |
| 18 | Constructing masonry Chamber 60x60x75 cm, inside with 150mm class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.l. surface box 350x350 mm. top and 165 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design:With F.P.S. bricks DAR-18/18.36.1 |
| 19 | For Five Year Maintenance 2.5 % Please Enable Macros to View BoQ information |
