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| 1 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3, MORD-302 (3.5) II |
| 2 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 3 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density complete in all respect and as per relevant clause of MORT & H section,-401. |
| 4 | Providing and laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer in sub-base course on well prepared surface and compaction with vibratory roller to achieve the desired density (MORT&H) SPECIFICATION N0 406 |
| 5 | Providing and applying prime coat with 60/70bitumen emulsion on prepared surface of granuler base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.including supply of all materials, labour and T&P etc required to proper completion of the work as per Morth clause 502. |
| 6 | Providing and laying Dense graded bituminous macadam (40mm thick) with hot mix 100-120 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading, premixed with bituminous binder @4.0 to 4.50% weight of total mix and filler, trnsporting the hot mix to work site, laying with hydrostatic paver finisher with sensor controller to required grade, level and alignment and rolling with smooth wheeled vibratory and tandem rollers to achived the desired compaction complete in all respects and as per relevent clauses of MORT & H section -507. |
| 7 | Providing & applying tack coat with VG 10 bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg/ sqm on the prepared bituminous/granular surface cleaned with mechnical broom.including supply of all materials, labour and T&P etc required to proper completion of the work as per Morth clause 503. |
| 8 | Providing and laying semi-dense bituminous concrete with 100-120 TPH batch type HMP producing as average output of 100-120 tones per hour using crushed aggregates of specified grading premixed with bituminous binder of VG30 @ 5.0% of mix and filler, transporting the hot mix the one site laying with hydrostatic or finisheer with sensor control to the required grade, level alignment, rolling with a smooth wheeled, vibratory and tandom roller to achive the desire specification as per MORT&H specification clause 508. complete in all respect. (MORT&H Specification No. 508). |
| 9 | Supply of 80mm thick Precast cement concerete Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement smooth high gloss finish, skid resistant: manufactured from rubber moulds through vibro- compression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) confirming to IS: 15658-2006 including cost of material, labour, T & P etc required for proper completion of the work including 50mm thick local sand bed as directed by Engineer-in- charge.As per direction by E/I |
| 10 | Providing and laying of cement concrete in 1:1.5:3 (1 cement 1.5 C.sand 3 20mm stone grit) including supply of all materials labour T&P etc.complete with form work as per direction by E/I., |
| 11 | Brick edging on both side of road of 1st class bricks 8cm wide and 12cm. deep laid including Supply of all material labour, T&P etc. finished to the required template and in proper alignment and also including dressing & ramming the excavated earth as directed by E/I. Ch. 25 |
| 12 | Maintenance of Earth Shoulder(stripping excess soil) assuming average depth of stripping as 75mm, Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor. |
| 13 | Disposal of extra earth/dismantled material within 5km distance.including loading , unloading & cartage as per direcion by E/I. |
| 14 | Scarfying the existing road surface and disposal of scarified material as per direction of E/I |
| 15 | Drain Work Earth work in excavation in ordinary soil (loam, day or sand) i/c lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavated earth in to the trenches or into the side of foundation trenches or into the plinth and removal and disposal of surplus earth as per direction by E/I. |
| 16 | Providing and laying of cement concrete in 1:4:8 (1 cement 4 C.sand 8 40mm stone balast) including supply of all materials labour T&P etc.complete with form work as per direction by E/I., |
| 17 | Class 150 Brick Work in 1:6 cement and coarse sand (FM 1.50 to 2.00) mortar in foundation and plinth including supply of all materials, labour and tools & plants etc. required for proper completion of the work as per direction by E/I. |
| 18 | 12mm thick plaster in 1:6 cement and coarse sand (F.M. 1.50 - 1.75 ) mortar, single coat on fair side of single or half brick wall for interior plastering including internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth No extra for mixing any additive with neat cement finished as per direction by E/I |
| 19 | R.C.C. work with cement approved coarse sand and 20mm gauge stone grit in the proportion of 1:1.5:3 in slabs excluding supply of reinforcement and excluding necessary centering & shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. |
| 20 | M.S. or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work. |
| 21 | P/L of Shuttring, centering including strutting propiping etc and removal of form for slabs |
| 22 | P/L Beep hole in RCC wall with 75mm diaPVC pipe and MS grating fixed as per direction by E/I |
| 23 | Excavation for the following depth below ground level for laying sewer line, manholes (Gully pits), chambers sumps etc in ordinary soil (Earth, sand loam and clay) including cutting or joints pits trimming desing levelling of trenches and refilling trenches 20cm layer watering and ramming the same including removed of surplus earth or other dismanteled material upto the distance of 50M from the center of the trenches 0.00 to 1.50m BGL |
| 24 | Supply of following Dia R.C.C. S&S pipes (class NP3 ) with collars of following Dia including local cartage of pipe upto store. 250mm dia R.C.C. S&S pipes NP3 Class |
| 25 | Carting of following dia R.C.C. S&S pipes (NP3 class) and specials from store to the site of work, lowering the same into trenches in depths upto 1.50m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in bitumen, and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete but excluding excavation and refilling of trenches from ground level to the invert level of pipes.250mm dia R.C.C. S&S pipes NP3 Class0.00 to 1.50m BGL |
| 26 | Providing all materials and construction 1.20x0.90M & 1.50 M deep RCC Slab Type Regtangular Manhole consist with 225 mm base concrete with 1:4:8 cement coarse sand and 40 mm stone ballast and class 150 brick work in 23 cm thick wall with 1:5 cement and coarse sand in side plaster with 1:3 cement coarse sand and mix with water proofing compoud outer side plaster with 1:3 cement coarse sand and mix with water proofing compound, RCC work with cement concrete grade M-20, mild steel in plain work as per design and drawing and fixing of foot step @ 30 cm center to center interval also including cost of making PCC 1:2:4 for channel in floor and also fixing of 600 mm dia medium duty manhole cover with PCC 1:24 complete in all respect as per direction of E/1 also clearing of site |
| 27 | Providing all materials and construction 1.20x0.90 & 1.00 M deep Shaft for regulating payment fo depth of the Rectangler Type manhole as per item no. above consisting 23cm thick wall with class 150 brick work in 1:5 cement and coarse sand in side plaster with 1:3 Cement coarse sand and mixed with water proofing compound outer side plaster with 1:3 Cement coarse sand and mixed with water proofing compound and fixing of foot step @ 30cm centre to centre interval with all respect as per direction for E/l also clearing of site. |
| 28 | Providing all materials and construction for 0.60x.060m & 1.50 M deep Squar type Brick house connecting chamber consist with 225mm base concrete with 1:4:8 cement coarse sand and 40 mm stone ballast and class 150 brick work in 23 cm thick wall with 1:5 cement and coarse sand in side plaster with 1:3 cement coarse sand and mix with water proofing compoud outer side plaster with 1:3 cement coarse sand and mix with water proofing compoud and fixing of foot step @30 cm center to center interval also including cost of making PCC 1:2:4 for channel in floor and also fixing of 600 mm dai medium duty manhole cover with PCC 1:2:4 complete in all reaspect as per direction of E/I also clearing of site |
| 29 | Providing all materials and construction 0.60x0.60 & 1.00 deep Shaft for requlating payment fo depth of the Squar type manhole as per item no. above consisting 23cm thick wall with class-150 brick work in 1:5 cement and coarse sand in side plaster with 1:3 Cement coarse sand and mixed with water proofing compound outer side plaster with 1:3 Cement coarse sand and mixed with water proofing compound and fixing of foot step @ 30cm centre to centre interval with all respect as per direction fo E/I also clearing of site. |
| 30 | Providing all material labour for laying of RCC hume pipe class-2 for sewer connecting chamber to manhole of sewer line including excavation of earth for laying of RCC hume pipe width 75cm and depth 80 to100cm including cost of RCC hume pipe dia 150mm class NP-2 with lowering of RCC hume pipe dia 150mm NP-2 all i n proper slop alingement and depth as per direction of E/I. |
| 31 | Making sewer connection chamber size 0.60x0.60x0.60M in plot campus including cost of excavation base concrete 1:6:12 cement, coarse sand and brick ballast, 150 class brick work in 1:4 cement coarse sand mortar & 12mm thick plaster with neat cement, 1:2:4 flooring with RCC slab cover in cement concrete 1:1.5 :3 & reinforcement as per disign including cost of all materials labour T&P etc required for proper completion of the work as per direction of E/I |
| 32 | Disposal of surplus earth including loading, unloading cartage and disposal in low lying area as directed by the Engineer-in-charge upto 10 Km within the scheme and from the site of work and also including leveling and dressing of surface in required level and slope. |
| 33 | Cleaning of exiting drain including sweeping work, collection of garbage disposal of malwa complete as per direction byE/I Please Enable Macros to View BoQ information |
