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| 1 | Clearing grass and removal of rubbish up to a distance of 30m outside the perifhery of the area including cost & conveyance of all materials labour and labour cess etc.complete as per specification and direction of Engineer-in-charge and Clause 201 of MORD. |
| 2 | Dismetalling of brick and stone masonry in lime or cement mortar above 3 mtr height stacking serviciable and unserviceable materials separately including cost & conveyance of all materials, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads. Transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MORTH Specifications for Road & Bridge works (4th Revision) including cost & conveyance of all materials, royalty of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 4 | Providing granular sub-base (Crushable Stone Screening) used in berm in layers not eceeding 22.5 cm well watered and compaction to the required density in O.M.C with Vibrater roller including cost & conveyance of all materials, royalty of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. (Measurement to be taken on level section). |
| 5 | Construction of granular sub-base by providing close graded granular sub base Grading III material as per table 401-1, spreading in uniform layer with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC ,and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MoSRT&H Specification for Road & Bridge works (4 th Revision) including cost & conveyance of all materials, royalty of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. (Mesurement to be taken on level section) |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost & conveyance of all materials, royalty of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 7 | Providing applying primer coat with bitumen emulsion (SS-I) over prepared surface of granular base including clearing road surface and spraying primer at the rate of 0.6 kg / sqm including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 8 | Providing and applying tack coat with Bitumen using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared surfaces cleaned including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 9 | Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of speified grading premixed with bitominous binder of 60/70 penetration grade of bitomen, transported to site , laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tendem roller to achieve the desired compaction as per clause 504 of MoSRT&H specification for road & Bridge works including cost & conveyance of all materials, royalty of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 10 | Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 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 spefn. clause No. 508 complete including cost & conveyance of all materials, royalty of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 11 | Fine dressing and turfing to the slopes of the road embankment with compact dub gross transported by mechanical means including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 12 | Earth work in excavation for foundation in hard soil excavated including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 13 | Collecting, supplying and filling of sand including cost & conveyance of all materials, royalty of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 14 | Cement Concrete (1:3:6) with 40 mm downgraded hard granite crusher broken aggregates metal per 1 cum free from weathered skin surface, dust and any other deleterious materials including cement punning, rigid smooth centering machine mixing, watering, compacting with vibrators, hoisting and laying in position for a finished smooth surface and curing with all leads, lifts and delifts, hire and running charges of machineries construction including cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 15 | Cement Concrete M15 with 40 mm downgraded hard granite crusher broken aggregates metal per 1 cum free from weathered skin surface, dust and any other deleterious materials including rigid smooth centering machine mixing, watering, compacting with vibrators, hoisting and laying in position for a finished smooth surface and curing with all leads, lifts and delifts, hire and running charges of machineries construction including cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 16 | Cement Concrete M15 with 20 mm downgraded hard granite crusher broken aggregates metal per 1 cum free from weathered skin surface, dust and any other deleterious materials including rigid smooth centering machine mixing, watering, compacting with vibrators, hoisting and laying in position for a finished smooth surface and curing with all leads, lifts and delifts, hire and running charges of machineries construction including cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 17 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical space between vertical post for expansion, including cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 18 | RCC M-30 wearing coat and compacted by vibration including curing for 14 days per section No.1000 and 2100 of MORT&H specification and direction of the Engineer in Charge. |
| 19 | RCC M25 with HG (CB) 20 mm size aggregates metal per 1 cum free from weathered skin surface, dust and any other deleterious materials including rigid smooth centering machine mixing, watering, compacting with vibrators, hoisting and laying in position for a finished smooth surface and curing with all leads, lifts and delifts, hire and running charges of machineries construction including cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 20 | Supplying, fitting and placing HYSD bar reinforcement in substructure including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 21 | Providing stone pitching in slopes etc including cost & conveyance of all materials, royalty of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 22 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 23 | Cement washing two coats with 1st mark cement paint of approved quality to exterior surface of bridge proper including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 24 | Providing gravel backing to revetments including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 25 | Providing rough stone dry packing/ pitching in approans and revetments for slope protection including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 26 | Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be we be welded to 2 nos. 75mmX75mm of12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade block of 450mm X450mmmm X600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX 47mm of 12 SWG steel plate tube. All M.S will be stove embelded on both sides .Lettering and printing arrows border etc. will be painted with ready mixed synthetic enamelpaint of superior quality in required shade andcloure.All sections of framed posts and steel tube will be painted with primer and two coat of epoxy paint as per drawing clause 1701 and Annexure 1700.1 including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 27 | Providing and fixing of typical Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1 including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 28 | Supplying and Installing of measurement stones including painting. Lettering, Cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. iI) Ordinary Kilometer stone |
| 29 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per claouse 1701.3.9 of MORD eor rurals road of required shade and colour supported and welded on 47 mm X47 mmX12 SWG sheet tube firmly fixed to the ground by mean of proporly designed foundation with M-15 Grade cement concrete 450X450 X600 mm,600 mm below ground level as per approved drawing clause 1701.2.2 including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 30 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. a. both side edges - 2 each b. Centre- 1 each |
| 31 | Construction fo RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause. 200 mm dia RCC guard post including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 32 | Providing rigid, smooth centering and shuttering for R.C.C. works including false works and dismantalling them after casting including cost of all materials etc. complete in ground floor including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. a. Toe wall abutement |
| 33 | Abutment and slab culvert Please Enable Macros to View BoQ information |
