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| 1 | 2.2 Clearing and Grubbing Road LandClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees having girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.A In area of light jungle |
| 2 | Dismantling of Cement Concrete PavementDismantling of cement concrete pavement by mechanical meansusing pneumatic tools, breaking to pieces not exceeding 0.02 cum involume and stock piling Serviceable material at designated locationsand disposal of unserviceable materials up to a lead of 1000 meters, |
| 3 | 3.3 Excavation in Soil using Hydraulic Excavator and Tippers with disposal up to 1000 meters.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 suitable earth to the embankment location and disposing off unsuitable earth with all lifts and lead up to 1000m as per relevant clauses of section-300 of specification. |
| 4 | 3.13 Embankment/ Sub Grade Construction with Material Obtained from Borrow PitsConstruction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevant clauses of section-300. |
| 5 | 3.14 Construction of Embankment with Material Deposited from Roadway CuttingConstruction of embankment with approved materials having CBR>7 deposited at site from roadway cutting and excavation from drain or foundation of structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevant clauses of section-300. |
| 6 | 4.2 Crusher Run Macadam Sub Base/Base CourseProviding crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications.(ii) For 37.5 mm maximum size |
| 7 | 4.16 Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting on OMC using vibratory roller of 80 to 100 kN static weight. Field compaction shall be done in corresponding layers of carriage way thickness and meet the requirements of MDD to achieve compaction (98% -100%) as per relevant clause of 408.A Hard Shoulders (CBR value >12) |
| 8 | 6.1 Dry Lean Cement Concrete Sub- baseConstruction 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, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be lessthan 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 as per clause 601 of specification complete in all respect. |
| 9 | 6.3 Cement Concrete PavementConstruction of un-reinforced, dowel jointed, plain cement concrete pavement with M-40 grade concrete over a prepared sub base with cement , 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 electronic sensor 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, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. including groove cutting for width of 4 mm- 6mm and 1/3rd depth of PQC within 8-10 hrs of placing/ finishing of PQC including cleaning of groove and providing approved sealant filling etc. as per clause 602.2.10 and 600.10 and IRC-57-2006 as per drawing and as per specification. |
| 10 | 6.8 Providing and fixing Steel in dowel bar and tie rod including craddle, laps etc. complete required as per design(i) Mild steel |
| 11 | 6.8 Providing and fixing Steel in dowel bar and tie rod including craddle, laps etc. complete required as per design(i) Tor steel |
| 12 | 6.15 Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement.A. 300mm Dia |
| 13 | 6.15 Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement.B. 600 mm Dia |
| 14 | 8.4 Retro- reflectorised Traffic signsProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2022 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide IRC: 67:2022 clause 6.7.4.3 and clause 801.3.3 of MoRT&H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2022 and Table 800-1 of MoRT&H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2022 and Table 800-3 of MoRT&H specification of in the clause 6.8 of the IRC 67-2022 and clause 801.3.7 of MoRT&H message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on MS sign post of size 75mm x75mm x 6mm of 3.60 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. & supported with a back-support frame of(ii) 90 cm equilateral triangle |
| 15 | viii) 60 cm circular |
| 16 | x) 80 cm x 60 cm rectangular |
| 17 | 8.7 Direction and Place Identification signs with size more than 0.9 sqm size board. Providing and fixing directional.informatory and place identification retro-reflectorized sign as per IRC:67:20 I 2 made of high intensity Micro- Prismatic Crade cube comer sheeting (Type XI) vide IRC:67:2012 clause 6.7.4.3 & clause 80 lJ .4.3 of MoRTH fixed over Aluminum composite material sheet with thermoplastic core of Loi, density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4111111 and aluminum skin of thickness 0.3 on both side. the /\CM shall conform to !able 6.1 of IRC:67:2012 & table 800-l of MORT&H specifications and High Intensity Micro Prismatic Crade cube corner sheeting shall conform to shall conform to Table 6.9 of IRC:67:2012 & table 800-6 of MORT&H specifications.In line with clause 6.8 of IRC:67:2012 & clause 801J.7 of MORT&H. for the directional,informatory. place identification and other sign boards. the messages ( legends,letters. numerals etc.) and borders shall bt: cut-out from durable transparent overlay film or cut-out from the same rellective sheeting only. Cut-outs shall be from durable transparent overlay materials as specified by the sheeting manufacturer and shall be bonded with the sheeting in the manner specified by the 111anufacturer and should be surported on MS sign post of size 75mmx75mmx6mm fixed to ground by means of properly designed foundation of dimension 450x450x600mm with M 15 grade concrete. The /\CM sheet shall be fixed to the post with four minimum four number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. IO years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer as rer clause 6.9 of IRC:67:2012 & a certified copy of three years outdoor t:\[lOSure report from an independent test lab as per clause 6.7 of IRC:67:2012 for the product offered shall be submitted by the contractor. |
| 18 | 8.17 Metal Beam Crash Barrier A Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, however 5 spaces of 600mm each between vertical post and 5 spaces of 900mm each between vertical post will be kept adjacent to RCC parapet/ concrete crash barrier in accordance to figure 9.14 of the IRC-SP: 73 2018, 1.8 m high, 1.1 m below ground /road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) and treatment for metal beam cresh barrier on approach shall be modified eccentric loader terminal arrangement as shown in figure 9.12 of IRC- SP : 73-2018 End portion of metal beam crash barrier shall be flared outside by 1.25 mtr. Distance in last section of 8 mtr. Length. Departure side it shall be trailing terminal (TT) arrangement as shown in figure 9.13 of the IRC SP-73-2018. End portion of metal beam crash barrier shall be flared outside by 0.35 mtr. Distance in last section of 8 mtr. Length |
| 19 | 8.23 Road Markers/Road Stud with Lense ReflectorProviding and fixing single mound twin shanked molded RoadMarkers/Road Stud made of poly carbonate or ABS body and shall support a load of 13635 Kg tested in accordance to ASTM D 4280 and complying lo specifications of Section-5 of IRC:35-2015 and clause 804.2.2 of MORT&H and Section-5 of IRC:35-2015. he reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. The slope or retro-reflecting surface should be 35 + 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy/ adhesives and the procedurerecommended by the manufacturer. No nails shall be used to affix the markers so Cubes capable of that they do not pose safety hazard on the road. The contractor shall submit a two-year replacement warranty. for satisfactory field performance including stipulated retroreflectance of the reflecting panel. (Make- 3M /AVERY DENNISON/ ORAFOL / ALCOLITEA / AUTOMARK) |
| 20 | 8.37 Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting |
| 21 | 8.39 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beeds on Concrete surface. Providing and applying (Cleaning of concrete surface and after applying Concrete primer) thermoplastic compound having composition of binder (Regin) minimum 18 %, titanium dioxide minimum 10 % and intermixed glass beed, minimum 30% of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop down reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35 along with concrete primer. The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of specifications. |
| 22 | 8.36 Kilo Metre StoneReinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc(ii) Ordinary Kilometer stone (Precast) |
| 23 | (iii) Hectometer stone (Precast) |
| 24 | 9.2 Providing and Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) 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.B 1000 mm dia |
| 25 | 9.3 Providing and Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row. Providing and Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.B 1000 mm dia |
| 26 | 9.8 Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as per relevant clauses of section 1500, 1700, 2100 and 2900. |
| 27 | 12.1 Excavation for StructuresEarth 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 as per relevant clauses of section 300 & 2100 inI Ordinary soil (including back filling with approved material)(i) Depth upto 3 m |
| 28 | II Ordinary rock (not requiring blasting)(i) Depth upto 3 m |
| 29 | 12.2 Add extra as follows in the rates of the above items if dewatering is resorted toa) upto 3 m depth |
| 30 | b) beyond 3 m to 6 m depth |
| 31 | 12.3 Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100. |
| 32 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with. With Batching Plant, (Pan Type or Twin Shaft type) Transit Mixer and Concrete Pump PCC Grade M25 |
| 33 | 12.6 Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with.(i) Concrete with plant (Drum Type) and placingB PCC Grade M20 |
| 34 | 13.8 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78.B Sandy material |
| 35 | 13.1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsB PCC Grade M20Concrete with plant (Drum Type) and placing |
| 36 | 13.1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsB PCC Grade M20With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and placing with Boom placer |
| 37 | 13.1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsA PCC Grade M15Concrete with plant (Drum Type) and placing |
| 38 | 13.1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsF RCC Grade M252 Height 5 to 10 m |
| 39 | 13.1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsC PCC Grade M25Concrete with plant (Drum Type) and placing1 Height up to 5 m |
| 40 | 13.4 Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications and as per relevant clause of section 1600.FE 500 |
| 41 | 13.7 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications. |
| 42 | 13.8 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 ofIRC-78.A Granular material |
| 43 | 13.16 Providing and fixing in position bituminous paper bearing for slabs as per approved drawing and confirming to IS:1398. |
| 44 | 14.1 Providing and Placing Reinforced/Prestressed cement concrete in super-structure e/x reinforcement as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 inB RCC Grade M25Concrete with plant (Drum Type) and placing1 Height up to 5 m |
| 45 | 14.1 Providing and Placing Reinforced/Prestressed cement concrete insuper-structuree/x reinforcement as per drawing and Technical Specification and as perrelevant clauses of sections 1500, 1700 and 2300 inA RCC Grade M 202 Height 5 to 10 m |
| 46 | 14.1 Providing and Placing Reinforced/Prestressed cement concrete insuper-structuree/x reinforcement as per drawing and Technical Specification and as perrelevant clauses of sections 1500, 1700 and 2300 inA RCC Grade M 20(i) Solid Slab1 Height up to 5 m |
| 47 | 14.11 Providing and laying Cement concrete wearing coat 75 mm thick with M-30 grade concrete with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 19 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with static paver, spread, compacted and finished with power trowel in a continuous operation including provision of admixtures as approved, curing compound, finishing to lines and grades as per drawing but including cost of steel etc. including reinforcement, texuring with texuring brush complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications. |
| 48 | 14.4 Supplying, fitting and placing HYSD bars reinforcement in super- structure complete as per confirming to IS 1786:2000 drawing and technical specifications as per relevant clauses of section 1600(i) FE 500 Please Enable Macros to View BoQ information |
