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| 1 | Clearing & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling, &trees girth upto 300 mm , removal of stumps of trees cut eralier & disposal of unserviceable material to be used or auctioned upto a lead of 1000 mtr including removal & disposal of top organic soil not exceeding 150 mm thickness including all labour T&P, Cess, as per direction of EIC |
| 2 | Construction of embankment with approved materials obtained from borrow pits transporting to site with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 including all labour T&P, Cost of materials, Cess, Royalty, DMF, EMF and Additional Charges and as per the direction of the Engineer-in-Charge |
| 3 | Excavation for roadwork in soil with hydraulic excavation of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with reuirements of lines, graddes and cross sections, and transporting to the embankment location within all lifts and leads upto 100m including all labour T&P, Cess as per the direction of the Engineer-in-Charge |
| 4 | Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision) including all labour T&P, Cost of materials, Cess, Royalty, DMF, EMF and Additional Charges as per specification and direction of the E.I.C |
| 5 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision)including all labour T&P, Cost of materials, Cess, Royalty, DMF, EMF and Additional Charges as per specification and direction of the E.I.C |
| 6 | Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, DMF, EMF, Additional Charges, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. |
| 7 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.(PCC M-15) including all labour T&P, Cost of materials, Cess, Royalty, DMF, EMF and Additional Charges as per specification and direction of the E.I.C |
| 8 | Supplying and fixing of 80 mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP - 63:2018. etc. complete including all labour T&P, Cost of materials, Cess, Royalty, DMF, EMF and Additional Charges as per specification and direction of the E.I.C (SoR -2022 New Miscellaneous Items Page No. 223) |
| 9 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse & fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity & appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed & plate vibrators and finished in continuous operation including provision of contraction, expansion & construction joints sealant as approved, curing of concrete slabs for 14-days, curing compound (where specified) & water finishing to lines & grade as per drawing & Technical Specification including all labour T&P, Cost of materials, Cess, Royalty, DMF, EMF and Additional Charges as per specification and direction of the E.I.C |
| 10 | 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 Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 and including all cost coveyance, cess etc as per direction of EIC600mm equilateral triangle |
| 11 | 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 Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 including all cost conveyance cess etc and as per direction of EICNear Curves |
| 12 | 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 Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 including all cost conveyance cess etc and as per direction of EIC800mm x600mm rectangular ( For Place Indentification) |
| 13 | 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 as per MORD specifications 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 Technical Specification Clause 1701 including all cost conveyance, cess etc and as per direction of EIC. Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer. |
| 14 | 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 as per MORD specifications 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 Technical Specification Clause 1701 including all cost convleyance, cess etc and as per direction of EIC5 kilometer stone |
| 15 | 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 as per MORD specifications 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 Technical Specification Clause 1701 including all cost conveyance cess etc and as per direction of EICOrdinary kilometer stone |
| 16 | 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 as per MORD specifications 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 Technical Specification Clause 1701 including all cost conveyance cess and as per direction of EIC200 mm Stone |
| 17 | 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 as per MORD specifications 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 Technical Specification Clause 1701 and as per direction of EIC. Providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of E.i.C(For Curves) |
| 18 | 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 welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 including all cost conveyance cess etc and as per direction of EIC |
| 19 | Providing and fixing of typical CITIZEN INFORMATION 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 welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 including all cost conveyance cess and as per direction of EIC |
| 20 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, DMF, EMF, Additional Charges taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(1800mmx1200mm Rectangle) |
| 21 | CDwork Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including all cost conveyance, cess etc as per specification and direction of the E.I.C. |
| 22 | Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, DMF, EMF, Additional Charges, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. |
| 23 | Providing and laying reinforced cement concrete pipe NP3 of1000mm dia. 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 1106 including all cost coveyance cess etc. |
| 24 | Plain cement concrete in Foundation, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 including all labour T&P, Cost of materials, Cess, Royalty, DMF, EMF and Additional Charges as per specification and direction of the E.I.C |
| 25 | Plain cement concrete in sub structure, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 including all labour T&P, Cost of materials, Cess, Royalty, DMF, EMF and Additional Charges as per specification and direction of the E.I.C |
| 26 | TeoWallEarthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material including all cost conveyance cess etc. as per specification and direction of the E.I.C. |
| 27 | Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, DMF, EMF, Additional Charges Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. |
| 28 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 including all labour T&P, Cost of materials, Cess, Royalty, DMF, EMF and Additional Charges as per specification and direction of the E.I.C |
| 29 | Plain cement concrete in sub structure, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 including all labour T&P, Cost of materials, Cess, Royalty, DMF, EMF and Additional Charges as per specification and direction of the E.I.C |
| 30 | 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 all labour T&P, Cost of materials, Cess as per specification and direction of the E.I.C |
| 31 | DrainEarthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material including all labour T&P, Cost of materials, Cess as per specification and direction of the E.I.C |
| 32 | Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, DMF EMF and Additional Charges Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. |
| 33 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 including all labour T&P, Cost of materials, Cess, Royalty, DMF, EMF and Additional Charges as per specification and direction of the E.I.C |
| 34 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.PCC m-15Drain Wall including all labour T&P, Cost of materials, Cess, Royalty, DMF, EMF and Additional Charges as per specification and direction of the E.I.C |
| 35 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and including all labour T&P, Cost of materials, Cess, Royalty, DMF, EMF and Additional Charges as per specification and direction of the E.I.C .PCC m-15Drain Bed |
| 36 | Providing Concrete for reinforced cement concrete of M25 complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and including all labour T&P, Cost of materials, Cess, Royalty, DMF, EMF and Additional Charges as per specification and direction of the E.I.C |
| 37 | Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in Superstructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202of MORD and including all labour T&P, Cost of materials, Cess, Royalty, DMF, EMF and Additional Charges as per specification and direction of the E.I.C |
| 38 | Maintenance of Earthen Shoulder (Filling with fresh selected soil)1 st year take |
| 39 | Maintenance of Earthen Shoulder (Filling with fresh selected soil)2nd year take |
| 40 | Maintenance of Earthen Shoulder (Filling with fresh selected soil)3rd Year take |
| 41 | Maintenance of Earthen Shoulder (Filling with fresh selected soil)4th year take |
| 42 | Maintenance of Earthen Shoulder (Filling with fresh selected soil)5th year take |
| 43 | Maintenance of Earthen Shoulder (stripping of Excess Soil)1 st year take |
| 44 | Maintenance of Earthen Shoulder (stripping of Excess Soil)2nd year take |
| 45 | Maintenance of Earthen Shoulder (stripping of Excess Soil)3rd Year take |
| 46 | Maintenance of Earthen Shoulder (stripping of Excess Soil)4th year take |
| 47 | Maintenance of Earthen Shoulder (stripping of Excess Soil)5th year take |
| 48 | Restoration of Rain Cuts1 st year take |
| 49 | Restoration of Rain Cuts2nd year take |
| 50 | Restoration of Rain Cuts3rd Year take |
| 51 | Restoration of Rain Cuts4th year take |
| 52 | Restoration of Rain Cuts5th year take |
| 53 | White washing of parapet walls of CD work and tree trunks Parapet of HPC & RCC culverts1 st year take |
| 54 | White washing of parapet walls of CD work and tree trunks Parapet of HPC & RCC culverts2nd year take |
| 55 | White washing of parapet walls of CD work and tree trunks Parapet of HPC & RCC culverts3rd Year take |
| 56 | White washing of parapet walls of CD work and tree trunks Parapet of HPC & RCC culverts4th year take |
| 57 | White washing of parapet walls of CD work and tree trunks Parapet of HPC & RCC culverts5th year take |
| 58 | Maintenance of Road Signs1 st year take |
| 59 | Maintenance of Road Signs2nd year take |
| 60 | Maintenance of Road Signs3rd Year take |
| 61 | Maintenance of Road Signs4th year take |
| 62 | Maintenance of Road Signs5th year take |
| 63 | Maintenance of Road SignsMaintenance of culverts1 st year take |
| 64 | Maintenance of Road SignsMaintenance of culverts2nd year take |
| 65 | Maintenance of Road SignsMaintenance of culverts3rd Year take |
| 66 | Maintenance of Road SignsMaintenance of culverts4th year take |
| 67 | Maintenance of Road SignsMaintenance of culverts5th year take |
| 68 | Maintenance of 200 metre, Km stones 1 st year take |
| 69 | Maintenance of 200 metre, Km stones 2nd year take |
| 70 | Maintenance of 200 metre, Km stones 3rd Year take |
| 71 | Maintenance of 200 metre, Km stones 4th year take |
| 72 | Maintenance of 200 metre, Km stones 5th year take |
| 73 | Cutting of branches of trees and shurbs from the road way (Assuming)1 st year take |
| 74 | Cutting of branches of trees and shurbs from the road way (Assuming)2nd year take |
| 75 | Cutting of branches of trees and shurbs from the road way (Assuming)3rd Year take |
| 76 | Cutting of branches of trees and shurbs from the road way (Assuming)4th year take |
| 77 | Cutting of branches of trees and shurbs from the road way (Assuming)5th year take |
| 78 | Cutting of shurbsfrom the road way or with in R.O.W1 st year take |
| 79 | Cutting of shurbsfrom the road way or with in R.O.W2nd year take |
| 80 | Cutting of shurbsfrom the road way or with in R.O.W3rd Year take |
| 81 | Cutting of shurbsfrom the road way or with in R.O.W4th year take |
| 82 | Cutting of shurbsfrom the road way or with in R.O.W5th year take |
| 83 | Cutting of shurbsfrom the road way or with in R.O.WTrimming of grasses and weeds from the shoulders1 st year take |
| 84 | Cutting of shurbsfrom the road way or with in R.O.WTrimming of grasses and weeds from the shoulders2nd year take |
| 85 | Cutting of shurbsfrom the road way or with in R.O.WTrimming of grasses and weeds from the shoulders3rd Year take |
| 86 | Cutting of shurbsfrom the road way or with in R.O.WTrimming of grasses and weeds from the shoulders4th year take |
| 87 | Cutting of shurbsfrom the road way or with in R.O.WTrimming of grasses and weeds from the shoulders5th year take Please Enable Macros to View BoQ information |