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| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mmin thickness as per MoRTH Specification Clause 201.Mechanical Means In area of thorny jungle |
| 2 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 3 | Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials uptoa lead of 100 m, stacking serviceable and unserviceable materialsseparately as per MoRTH Specification Clause 202By Mechanical Means Bituminous Courses & Granular Courses |
| 4 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 with a lift upto 1.5 m and lead upto 1000 m as per MoRTHSpecification Clause 301.3 |
| 5 | Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in atruck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per MoRTH Specification Clause 301.3.5. |
| 6 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTHSpecification Clause 305.3 |
| 7 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal uptoa lead of 50 m, dressing of sides and bottom and backfilling in trenches withexcavated suitable material.Ordinary soilUpto 3 m depth |
| 8 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course includingpremixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means For Grading-VI Material |
| 9 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper tosite, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and aintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. Clause 406) by mechanical means with all lead |
| 10 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 11 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 12 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby 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 desiredcompaction as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30)Grading - I (37.50mm (Nominal Size)) |
| 13 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 Specifications Clause 507 complete in allrespects for Grading-I ( 19 mm nominal size ) Bitumen (VG-30) |
| 14 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\\" C with a special applicator machine complete with a special applicator machine complete with labour materialand traffic diversion arrangements. |
| 15 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104P.C.C grade M 10 Nominal mix 1:3:6 |
| 16 | Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work cluding pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, prove workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. |
| 17 | Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M25 grade Design Mix by using cement as per codal provision. |
| 18 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 19 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 20 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall :Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 21 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in :Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 22 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick. |
| 23 | Cement Concrete Pavement Construction of un-reinforced , plain cement concrete avement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53grade cement as per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as perapproved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of dmixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction ofEngineer in charge laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film, wedges, steel platesincluding levelling the formwork as per drawing), spreading the concrete withshovels, rakes, compacted using Fixed Form Paver and finished incontinuous operation including provision of contraction and expansion,construction joints, applying debonding strips, primer, sealant nearapproaches to bridge/culvert and construction joints, admixtures asapproved, curing of concrete slabs for 14-days using water finishing to linesand grade as per drawing and MoRTH Specification Clause 602 includingvaccum dewatering process with all required equipments (Dowel Bars will bepaid seprately). |
| 24 | Providing and laying Precast reinforced cement concrete Boxculvert section of M-40 grade designed for 'AA' class loading asper IRC specifications including to effect of impact, EQ etc.complete on firm base of 200mm thick lean concrete of M-10grade with aggregate of size 40mm nominal of following internalsize the work includes required safety measures cost of designof RCC Precast Box and its proof checking from IIT / NIT /Government Engineer College complete in all respect as perspecifications Size 2.00 M x 2.00 M |
| 25 | Providing and laying Precast reinforced cement concrete Boxculvert section of M-40 grade designed for 'AA' class loading asper IRC specifications including to effect of impact, EQ etc.complete on firm base of 200mm thick lean concrete of M-10grade with aggregate of size 40mm nominal of following internalsize the work includes required safety measures cost of designof RCC Precast Box and its proof checking from IIT / NIT /Government Engineer College complete in all respect as perspecifications Size 1.50 M x 1.50 M |
| 26 | Supply of ‘L’ type Bollard made out of 1.25 mm thick M.S. sheetheight 134 cm, welded in circular type ring section having upperdia 15 cm. and lower dia 21 cm with another attachment of15x15 cm circular section with 15 cm. face plate and hold fast atbottom, whole body is processed in white stoving enamel andred reflective 3 hands, each of 7.5 cm end one reflective sheet of15 cm. dia provided to it complete in all respect |
| 27 | Providing and fixing of retro-reflectorised cautionary, mandatoryand informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide Clause 801.3.1 fixed overaluminium sheeting, 1.5 mm thick supported on a mild steelangle iron post 75 mm x 75 mm x 6 mm firmly fixed to theground by means of properly designed foundation with M15grade cement concrete 450 mm x 450 mm x 600 mm, 600 mmbelow ground level as per drawings and MoRTH SpecificationClause 801900 mm equilateral triangle |
| 28 | Providing and fixing of retro-reflectorised cautionary, mandatoryand informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide Clause 801.3.1 fixed overaluminium sheeting, 1.5 mm thick supported on a mild steelangle iron post 75 mm x 75 mm x 6 mm firmly fixed to theground by means of properly designed foundation with M15grade cement concrete 450 mm x 450 mm x 600 mm, 600 mmbelow ground level as per drawings and MoRTH SpecificationClause 801600 mm x 450 mm rectangular |
| 29 | Providing and Laying of Interlocking M-30 grade Concrete BlockPavements having thickness 60 mm as per drawings and as per IS15658:2006.and all materials shall conform to MoRTH SpecificationClause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr EdgeBlocks.Category 'B' : Dentated only two side like I,Z,T shape as perIRC:SP:63-2004.Add extra for different colour in top surface. |
| 30 | Supplying and Fixing of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. |
| 31 | Providing and Laying Reinforced Cement Concrete Pipe NP4 as perdesign in Single Row Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause2905.750 mm dia |
| 32 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 33 | Haulage excluding Loading & UnloadingHaulage of materials by tipper excluding cost of loading, unloading andstacking. Case-III: Katcha Track and Track in River Bed/Nallah Bed and Choe Bed |
| 34 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). V- Type Drain |
| 35 | Painting two coats including primer coat after filling the surface with syntheticenamel paint in all shades on new, plastered / concrete surfaces as perdrawing and MoRTH Specification Clause 801 Please Enable Macros to View BoQ information |
