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| 1 | Construction of embankment with approved material having CBR>7obtained 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. |
| 2 | Filling Pot- holes and Patch Repairs with - Bituminous concrete,40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface,painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)(ii) for grading II Material |
| 3 | Providing and applying tack coat with cationic bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.(i) @ 0.25 kg per sqm (normal bituminous surfaces) |
| 4 | (ii) @0.30 kg per sqm (dry & hungry bituminous surfaces/Granular surfaces treated with primer) |
| 5 | Prime Coat Over WMM/WBM(i) Providing and applying primer coat with catonic bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means as per clause 502 of specifications |
| 6 | Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification includingpremixing 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12,400-13 and as per clause of section 406 of specifications.A By Sensor Paver |
| 7 | Deduction for item No.4.3 if sensor paver is not used. |
| 8 | Providing and laying bituminous concrete using crushedaggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler,transporting the hot mix to work site, laying with an Electronic Sensor paver finisher with sensor control to the required grade,level and alignment, rolling with smooth wheeled, vibratory tandem and pneumatic tyre rollers to achieve the desired compaction as per clause 507 of specificationb) Using Drum Mix Plant of appropriate capacity(v) for Grading-II (30-40 mm thickness) Bitumen Contentminimum 5.4% with 60/70 bitumen (VG-30) |
| 9 | 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) |
| 10 | Kilo Metre StoneReinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc(i) 5th kilometre stone (precast) |
| 11 | (ii) Ordinary Kilometer stone (Precast) |
| 12 | (iii) Hectometer stone (Precast) |
| 13 | Providing 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 overAluminum composite material sheet with thermoplastic core ofLow 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 backsupport frame of 25mmx25mmx3mm angle. 10 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture brand like 3M/Avery Dennison/ Orafol Make as per clause 6.9 of IRC: 67:2022 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2022 for the product offered shall be submitted by the contractoriv) 60 cm equilateral triangle |
| 14 | viii) 60 cm circular |
| 15 | Providing and fixing of retro-reflectorised cautionary, mandatoryand informatory sign board as per IRC 67-2022 made of highintensity Micro-Prismatic Grade Sheeting (Type IV) vide IRC:67:2022 clause 6.7.3.2 and clause 801.3.3 of MoRT&H fixed overAluminum composite material sheet with thermoplastic core ofLow density polyethylene (LDPE) between two thick skins/sheetsof aluminum with overall thickness of 4mm and aluminum skin ofthickness 0.3 on both side, the ACM shall conform to Table 6.1 ofIRC:67:2022 and Table 800-1 of MoRT&H specification and HighIntensity Micro Prismatic Grade Sheeting shall conform to Table6.6 of IRC:67:2022 and Table 800-3 of MoRT&H specification ofin the clause 6.8 of the IRC 67-2022 and clause 801.3.7 ofMoRT&H message legend numerical letter etc. and borders shallbe screen printed on high intensity micro prismatic sheeting shallconform to clause 801.3.7 with digital printing ink or of cutoutfrom transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on 2 nos. of 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 backsupport frame of 25mmx25mmx3mm angle. 7 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture brand like 3M/Avery Dennison/ Orafol Make as per clause 6.9 of IRC: 67:2022 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2022 for the product offered shall be submitted by the contractor. |
| 16 | Providing and applying (Cleaning of Bituminous surface)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.The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of specifications |
| 17 | Metal Beam Crash BarrierType - B, \\"THRIE\\" : Metal Beam Crash Barrier (Providing and erecting a \\"Thrie\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 mcentre to centre, however 5 spaces of 600mm eachbetween vertical post and 5 spaces of 900mm eachbetween vertical post will be kept adjacent to RCC parapet/ concrete crash barrier in accordance to figure 9.14 of the IRC-SP: 73-2018 2 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mmlong 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 |
| 18 | Earth 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 |
| 19 | IV Hard rock (blasting Prohibited) |
| 20 | Providing Plain cement concrete M-15 nominal mix infoundation as per relevant clauses of sections 1500, 1700 and 2100. |
| 21 | Providing and laying Plain/Reinforced cement concrete inopen foundation including form work shuttering etc.complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with Batching Plant, (Pan Type or Twin Shaft type) TransitMixer and Concrete PumpRCC Grade M20 |
| 22 | Providing and laying Plain/Reinforced cement concrete inopen foundation including form work shuttering etc.complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 withConcrete with plant (Drum Type) and placingA) PCC Grade M15 |
| 23 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing andtechnical specifications and as per relevant clauses of section 1600.FE 500 |
| 24 | Providing weep holes in Brick masonry/Plain/Reinforcedconcrete abutment, wing wall/return wall with 100 mm dia ACpipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 25 | Plain cement concrete M-15 mix with crushed stone aggregate40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per MORT&H Specification 409 |
| 26 | Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as perrelevant clauses of section 1500, 1700, 2100 and 2900 |
| 27 | 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 parapetsA) 1000 mm dia Please Enable Macros to View BoQ information 41.15 2.27 17.81 |
