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| 1 | Kothanallore Onamthuruth Anamala Kurumallore Munduvelippady Parayamakkil Karady Road |
| 2 | CLEARING & GRUBBING |
| 3 | Clearing Grass and Removal of Rubbish - Clearing grass and removal of rubbish upto a distance of 30m outside the priphery of the area as per technical specification Clause 200.1 |
| 4 | PAVEMENT COMPONENTS |
| 5 | 3.2 Scarifying Existing Bituminous Surface to a depth of 150mm - by Mechanical Means - Scarifying the existing bituminous surafce to a depth of l50mm and disposal of scarified material with a lift upto 3 m and lead upto 1000m as per technical specification Clause 301.4.1 |
| 6 | 2.14.2.A Dismantling flexible Pavements- Dismantling of flexible Pavements and disposal of dismantled material upto a lead of l00m, stacking serviceable and unserviceable materials seperately by Mechanical means as per technical specification Clause 202.3 - Bituminous Courses |
| 7 | 2.5.2.B Dismantling of structures- Dismantling existing structures like culverts, bridges, retaining walls and other structures comprising of masonry‘, cement concrete, woodwork, steelwork, including T&P and scaffolding ivhereever necessary, sorting the dismantled material, disposal of unserviceable and stacking serviceable material with all lift and lead of l000m as per technical specification Clause 202.1 - Reinforced Cement Concrete (RCC) - By Mechanical Means |
| 8 | 3.5.3 Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m - 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 ot’ lines, grades and cross sections and transporting to the embankment location with a lift upto l.5m and lead upto l000m as per technical specification Clause 302.3 |
| 9 | 3.3 Construction of embankment with material obtained from Roadway cutting - Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification Clause 301.5 |
| 10 | 3.4 Mod Construction of embankment with material obtained from Private land. Borrow Pits - Construction of’ embankment with approved material deposited at site from borrow pits with a lift upto l .5m. transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 as per technical specification Clause 301.5 (Contractor's own earth) |
| 11 | 4.1.A.1 Granular Sub-base with well graded material (Table 400.1)-By Mix in Place Method- For Grading I material - Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achieve the desired density as per technical specification Clause 401 |
| 12 | 4.1.A.1 Modified Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with smoothwheel roller to achieve the desired density as per technical specification Clause 401 - Using Departmental material |
| 13 | 4.9 Wet Mix Macadam -Providing, laying, spreading and compacting stone aggregates of specified sizes to wet mix macadam at OMC in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform thickness in sub-base / base course on a well prepared sub-base and compacting with smooth three wheel 80-100 kN static roller to achieve the desired density including lighting, barricading and maintenance of diversion etc as per table 400. 11 & 400.12 and as per technical specification Clause 406 |
| 14 | BITUMINOUS WORKS |
| 15 | 5.1.1 pb - Prime Coat - Low porosity- Providing and applying primer coat with bitumen emulsion (Packed SS- I ) on the prepared surface of granular base including cleaning of road surface and spraying primer at a rate of 0.70 - 1.00 kg/sqm using mechanical means as per technical specification clause 502 |
| 16 | 5.2.3.pb - Tack Coat - Providing and applying tack coat with bitumen emulsion (Packed RS-1) using emulsion distributor at a ate of 0.25 - 0.30 kg/sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per technical specification clause 503 |
| 17 | 5.3 Bituminous Macadam - Providing and laying bituminous macadam with hot mix plant using crushed aggregates ot grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with payer finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 using bitumen S-65 Bulk |
| 18 | 5.2.1 pb - Tack Coat - Providing and applying tack coat with bitumen emulsion (Packed RS-1) using emulsion distributor at a rate of 0.20 - 0.25 kg/sqm on the prepared bituminous surface cleaned with Hydraulic broom as per techniCal specification clause 503 |
| 19 | OD 5.6.2.A Bituminous Concrete - Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder(S-65) 5.4 per cent of miv and filler-, transporting the hot mix to work site. laying with a hydrostatic paves finisher with sensor control to the required grade, level and alignment, roiling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Grading - 11 (13.2 mm Nominal Size) Using Bulk Bitumen S-65 |
| 20 | CDWORKS |
| 21 | 13.1.2 RCC Grade M 25 - Providing and laying reinforced cement concrete in superstructure complete as per drawings and technical specifications Clause 800, 1205.4 and 1205.5 -upto 5.00mtr Height |
| 22 | 13.3 Supplying, fitting and placing TMT bar reinforcement in superstructure - complete as per drawings and technical specifications Clauses 1002, 1010 and 1202 |
| 23 | DRAIN WORKS |
| 24 | I 1.4.1.1 PCC Grade M 10 - Providing concrete for plain/reintorced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:3:6 |
| 25 | 11.4.3.1 Modified PCC Grade M 20 - Providing concrete for plain/reinforced concrete for wearing coat complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2:4 without 40 mm broken stone and formwork |
| 26 | 12.5.5 RCC Grade M 20 - Providing concrete for plain /reintorced concrete in substructure as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m |
| 27 | 12.7 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawings and technicalspecitications Clauses 1002, 1010 and 1202 |
| 28 | CC PAVEMENTS FOR CHAPPATH |
| 29 | 4.1.A.1 Granular Sub-base with well graded material (Table 400.1)-By Mix in Place Method- For Grading I material - Construction of granular sub-base by providing well gmded material, spreading in uniform lnyers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC. and compacting with smooth wheel roller to achieve the desired density as per technical specification Clause 401 |
| 30 | 6.4 Cement Concrete Pavement - Construction of un-reinforced dowel jointed at expansion and construction joint only,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 and fine aggregates conforming to IS383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork spieading the concrete with showels,rakes,compacted using needle, screed, and plate vibrators and finished in continuous operation including provision of contraction and expansion ,construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using curing compound and water finishing to lines and grade as per drawing and TechnicalSpecifications clause 1501 |
| 31 | TRAFFIC SIGNS, MARKINGS AND OTHER APPURTENANCES |
| 32 | 10.16 Providing and Fixing 'Logo' of PMGSY Project - Providing and fixing of typical PMGSY 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 wiJl 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 s.des. 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 |
| 33 | 10.16 Providing aad Fixing typical PMGSY citizens information board as per MoRD specifications and drawings- two vertical 76.1 mm outer diameter MS sheet tube posts of 3.60mm thickness (medium class) duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x750mm, 600mm below ground level with two horizontalM S Sheet Tubes of l000mm length to make the frame of board. four horizontals and two verticals with M S Sheet rectamngular Tube 50x25x2mm to make the frame to fix the board as per drawing, two M S Sheet 2.00 mm thick boards of size 900x750mm strengthened by 25mmx5nim MS flat iron including painting with stove enameled paint on both sides as per MoRD specifications. 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 |
| 34 | 10.16 OD Providing and Fixing typical PMGSY Maintenance information board as per MoRD specifications and drawings- Two vertical 76.1mm outer diameter MS sheet tube posts of 3.60mm thickness (medium class) duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x750mm, 600mm below ground level with two horizontalM S Sheet Tubes of l000mm length to make the frame of board. four horizontals and two verticals with M S Sheet rectamngular Tube 50x25x2mm to make the frame to fix the board as per drawing, two M S Sheef 2.00 mm thick board of size 900x l500mm strengthened by 25mmx5mm MS flat iron including painting with stove enameled paint on both sides as per hIoRD specifications. 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 |
| 35 | 10.16.01. Providing and tixing of retro-reflectorised logo board at different locations of road asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701- 600mm x 600mm size logo and sign board of 1100x300mm |
| 36 | 10.2A.2.1 Retro-reflective Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause I 701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450rnm x 450 mm x 600 mm, 600 mm below ground level as per di'aivings and Technical Specitication Clause 1 70 I - 900mm equilateral triangle board |
| 37 | 10.2A.2.3Traffic Signs- Retro-reflective Traffic Signs - Providing and fixing of retro-refJectorised cautionary, mandatory and informatory sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly Tixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701- 600mm circular board |
| 38 | 10 A 2.5Traffic Signs- Retro-reflective Traffic Signs - Providing and t“ixing of retro-reflectorised cautionary. mandatory and informatory sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, |1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701- 600mm x 450mm rectangular board |
| 39 | 10.3.A.2 Traffic Signs- Direction and place identification sign upto 0.90 sqm size board - Retro - reflective Traffic Signs - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnieal Specification Clause 1701. |
| 40 | OD. 10.2.A MoRTH Traffic Signs- Retro-reflective Singie Chevron of 50cm x 60cm size - Providing and fixing of retro-reflectorised single chevron sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 |
| 41 | OD. 10.1 MoRTH Traffic Signs- Retro-reflective Object hazard marker of 300mm x 900mm size - Providing and fixing of retro- reflectorised Object hazard marker sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 300mm x 300mm x 450 mm, 450 mm below ground level as per draw'ings and Technical Specification Clause 1701 |
| 42 | 10.10.2Kilometre Stone- Reinforced cement concrete M15 grade kilometre stone / local stone of standard design as per IRC:8 taxing in position including painting and priming etc.as per drawing and technical Specification clause 1703 Ordinary Kilometre stone (pre-cast) |
| 43 | 10.10.3Kilometre Stone- Reinforced cement concrete M15 grade kilometre stone / local stone of standard design as per IRC:8 fixing in positjon including painting and priming etc.as per drawing and technical Specification clause 1703 200m stone (pre-cast) |
| 44 | 10.1.2 Printing new letters and figures of any shade - printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give a even shade as per drawings and technical specifications clause 1701- English and roman |
| 45 | Total Construction cost |
| 46 | Maintenance for 5 years |
| 47 | Maintenance for first Year after completion |
| 48 | Maintenance for second Year after completion |
| 49 | Maintenance for Third Year after completion |
| 50 | Maintenance for fourth Year after completion |
| 51 | Maintenance for fifth Year after completion |
| 52 | Total Maintenance cost Please Enable Macros to View BoQ information |
