|
| 1 | R - 362 - Strengthening of Vichoor - Ottankarai Road KM 0/000 - 1/000 |
| 2 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. |
| 3 | PICKING BT SURFACEScarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 |
| 4 | Earth work excavation in all clauses of soils using hydraulic excavator and tippers with disposal upto 1000m excavation of road work 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 of lines, grades and cross sections and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per Technical Specification clause 302.3. |
| 5 | Gravel ShoulderCollectionandsupplyofgrittygravelfromappdquarryincludingcostandconveyanceofallmaterialstositeincludingalllabourchargesforspreadingandcompactionwithpowerrolleretc.complete, for SHOULDERS |
| 6 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 7 | Km 0/000 - 1/000 |
| 8 | PRIMER COATApplying PRIME COAT over WMB/WMM surface at 7.00Kg of SS-1 Bitumen Emulsion/10sq.m including labour for spraying,hire charges for bitumen sprayer etc., Complete |
| 9 | Km 0/000 - 1/000 |
| 10 | TACK COATApplying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion/10sq.m including labour for spraying,hire charges for bitumen sprayer etc. complete |
| 11 | Km 0/000 - 1/000 |
| 12 | Providing and laying Bituminious concrete to 25 mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher, vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 13 | Km 0/000 - 1/000 |
| 14 | Providing and fixing Name board |
| 15 | Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet Fixed on back support Frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm below Ground Level etc Complete including7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 Specification (as per MORT & Spec. No. 801) |
| 16 | 60 Cm Equilateral triangle (Cautionary) sign Board |
| 17 | RoadMarkingwithhotappliedthermoplasticCompoundwith Reflectorising Glass Beads on Bituminous Surface |
| 18 | Km 0/000 - 1/000 |
| 19 | Kilometre StoneReinforcedcementconcreteM15gradekilometrestone/localstoneofstandarddesignasperIRC:8fixinginpositionincludingpaintingandprinting,etcasperdrawingandTechnicalSpecification Clause 1703 |
| 20 | (i) Ordinary Kilometer Stone (Precast) |
| 21 | 200 m stone (precast) |
| 22 | Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets,cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost For the First Year from the date of completion of work |
| 23 | For the Second Year from the date ofcompletion of work |
| 24 | For the Third Year from the date ofcompletion of work |
| 25 | For the Fourth Year from the date ofcompletion of work |
| 26 | For the Fifth Year from the date ofcompletion of work |
| 27 | R - 148 - Upgradationof Vellalankollai Road KM 0/000 - 0/380 |
| 28 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. |
| 29 | PICKING BT SURFACEScarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 |
| 30 | Earth work excavation in all clauses of soils using hydraulic excavator and tippers with disposal upto 1000m excavation of road work 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 of lines, grades and cross sections and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per Technical Specification clause 302.3. |
| 31 | Gravel ShoulderCollectionandsupplyofgrittygravelfromappdquarryincludingcostandconveyanceofallmaterialstositeincludingalllabourchargesforspreadingandcompactionwithpowerrolleretc.complete, for SHOULDERS |
| 32 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 33 | Km 0/000 - 0/380 |
| 34 | PRIMER COATApplying PRIME COAT over WMB/WMM surface at 7.00Kg of SS-1 Bitumen Emulsion/10sq.m including labour for spraying,hire charges for bitumen sprayer etc., Complete |
| 35 | Km 0/000 - 0/380 |
| 36 | TACK COATApplying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion/10sq.m including labour for spraying,hire charges for bitumen sprayer etc. complete |
| 37 | Km 0/000 - 0/380 |
| 38 | Providing and laying Bituminious concrete to 25 mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher, vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 39 | Km 0/000 - 0/380 |
| 40 | Providing and fixing Name board |
| 41 | Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet Fixed on back support Frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm below Ground Level etc Complete including7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 Specification (as per MORT & Spec. No. 801) |
| 42 | 60 Cm Equilateral triangle (Cautionary) sign Board |
| 43 | RoadMarkingwithhotappliedthermoplasticCompoundwith Reflectorising Glass Beads on Bituminous Surface |
| 44 | Km 0/000 - 0/380 |
| 45 | Kilometre StoneReinforcedcementconcreteM15gradekilometrestone/localstoneofstandarddesignasperIRC:8fixinginpositionincludingpaintingandprinting,etcasperdrawingandTechnicalSpecification Clause 1703 |
| 46 | 200 m stone (precast) |
| 47 | Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets,cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost For the First Year from the date of completion of work |
| 48 | For the Second Year from the date ofcompletion of work |
| 49 | For the Third Year from the date ofcompletion of work |
| 50 | For the Fourth Year from the date ofcompletion of work |
| 51 | For the Fifth Year from the date ofcompletion of work |
| 52 | R - 152 - Strengthening ofThajmahal NagarRoad KM 0/000 - 0/800 |
| 53 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. |
| 54 | PICKING BT SURFACEScarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 |
| 55 | Earth work excavation in all clauses of soils using hydraulic excavator and tippers with disposal upto 1000m excavation of road work 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 of lines, grades and cross sections and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per Technical Specification clause 302.3. |
| 56 | Gravel ShoulderCollectionandsupplyofgrittygravelfromappdquarryincludingcostandconveyanceofallmaterialstositeincludingalllabourchargesforspreadingandcompactionwithpowerrolleretc.complete, for SHOULDERS |
| 57 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 58 | Km 0/000 - 0/800 |
| 59 | PRIMER COATApplying PRIME COAT over WMB/WMM surface at 7.00Kg of SS-1 Bitumen Emulsion/10sq.m including labour for spraying,hire charges for bitumen sprayer etc., Complete |
| 60 | Km 0/000 - 0/800 |
| 61 | TACK COATApplying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion/10sq.m including labour for spraying,hire charges for bitumen sprayer etc. complete |
| 62 | Km 0/000 - 0/800 |
| 63 | Providing and laying Bituminious concrete to 25 mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher, vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 64 | Km 0/000 - 0/800 |
| 65 | Providing and fixing Name board |
| 66 | Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet Fixed on back support Frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm below Ground Level etc Complete including7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 Specification (as per MORT & Spec. No. 801) |
| 67 | 60 Cm Equilateral triangle (Cautionary) sign Board |
| 68 | RoadMarkingwithhotappliedthermoplasticCompoundwith Reflectorising Glass Beads on Bituminous Surface |
| 69 | Km 0/000 - 0/800 |
| 70 | Kilometre StoneReinforcedcementconcreteM15gradekilometrestone/localstoneofstandarddesignasperIRC:8fixinginpositionincludingpaintingandprinting,etcasperdrawingandTechnicalSpecification Clause 1703 |
| 71 | 200 m stone (precast) |
| 72 | Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets,cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost For the First Year from the date of completion of work |
| 73 | For the Second Year from the date ofcompletion of work |
| 74 | For the Third Year from the date ofcompletion of work |
| 75 | For the Fourth Year from the date ofcompletion of work |
| 76 | For the Fifth Year from the date ofcompletion of work |
| 77 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package} |
