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| 1 | Clearing and Grubbing Road Land 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 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of thorny jungle |
| 2 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 3 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 4 | Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRTH Specification Clause 305.4.3 |
| 5 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 6 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 7 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 8 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 9 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 10 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge |
| 11 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 12 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 13 | Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method 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 including premixing 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-II Material |
| 14 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 15 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 16 | Wet Mix Macadam 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 to site, 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 maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all lead |
| 17 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 18 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 19 | Prime Coat 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 |
| 20 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 21 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 22 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 23 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 24 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 25 | 20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. Case - II By Mechanical Means Bitumen (VG-30) |
| 26 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 27 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 28 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 By Mechanical Means Case - II : Type B Bitumen (VG-30) |
| 29 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 30 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 31 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) |
| 32 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 33 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 34 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 200 m stone (precast) |
| 35 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 36 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 37 | Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. |
| 38 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 39 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 40 | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 |
| 41 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 42 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 43 | Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade. 80mm thick Blocks |
| 44 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 45 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 46 | Excavation for Structures 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 upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth |
| 47 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 48 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 |
| 49 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 50 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 51 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 52 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905. 600 mm dia |
| 53 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 54 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 55 | Dry Lean Cement Concrete Construction 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 less than 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. |
| 56 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 57 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 58 | Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 3.70 meter wide and 10 cm high for general traffic |
| 59 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 60 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 61 | Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. |
| 62 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 63 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 64 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905.300 mm dia |
| 65 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 66 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 67 | Direction and Place Identification signs with size more than 0.9 sqm size board Semi-Reflective Traffic signs Direction and place identification signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board |
| 68 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 69 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 70 | 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 material and traffic diversion arrangements. |
| 71 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 72 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 73 | Traffic Signs Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 800 mm x 600 mm rectangular |
| 74 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 75 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 76 | Traffic Signs Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 900 mm equilateral triangle |
| 77 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 78 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 79 | Raised Payment Marker (Cats Eye): Supplying and Fixing of Molded Shank Raised Pavement Markers made of ABS Moulded body and Polycarbonate Reflective panels with Micro Prismatic Lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 35000 Kilogram tested in accordance to ASIM D 4280 & ASTM D 788. The Height of Road Stud is 20mm, Width 100mm, Length 100mm and minimum reflective area of 13 sqcm on each side.The Strength of detachment of the integrated cylender shank not less than 14+/-2mm (Thickness) and height not less than 30+ 2mm from the body. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive |
| 80 | lEidZ lMd fuikfu;k fdeh 0@0 ls 0@800 |
| 81 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 82 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 20 |
| 83 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 84 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \\"AA\\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size 1201 to 1500 mm Standard Drain Cover Size 2100mm x 500mm x 150mm |
| 85 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 86 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 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 all respects for Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 87 | ljksfu;k ls vksfM;k[ksMh fiMkok jksM fdeh 0@0 ls 2@0 |
| 88 | dqy Please Enable Macros to View BoQ information |
