|
| 1 | Strengthening of road from R 170 Namachivayapuram to Kaniyamnur KattukottagaiKm 0/0 - 1/250in ChinnasalemBlock |
| 2 | 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 earlierand 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 Technical Specification Clause 201. |
| 3 | Earthwork excavation and deposting on bank with an intial lead of 10m and initial lift of 2m in hard stiff clay,stiff black cotton,hard earth,shales,murram,gravel,stoney earth and earth mixed with small size boulders as per SS 20A |
| 4 | Picking the Existing BT worn out surface including all albour charges etc complete |
| 5 | LayingUS GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravelas per standard specification etc Side bermsKM 0/0-1/0 |
| 6 | LayingUS GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravelas per standard specification etc Side bermsKM 1/0-1/250 |
| 7 | 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. KM 0/0-1/0 |
| 8 | 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. KM 1/0-1/250 |
| 9 | Applying PRIMECOAToverWMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Complete KM 0/0-1/250 |
| 10 | Applying TACK COAToverPrimed WMM surface at 2.5Kgof RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. CompleteKM 0/0-1/250 |
| 11 | BITUMINOUS CONCRETE 25 MMTHICK USING cmp (Grade-II)Providing and laying Bituminious concrete to 40mm 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-5KM 0/0-1/0 |
| 12 | BITUMINOUS CONCRETE 25 MMTHICK USING cmp (Grade-II)Providing and laying Bituminious concrete to 40mm 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-5KM 1/0-1/250 |
| 13 | Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface |
| 14 | Providing Rumble strips covered with premix carpet 15-20 mm high at centre 250mm wide |
| 15 | Supply and Fixing of HM Stones |
| 16 | Supply and Fixing of KM Stones |
| 17 | Supply and Fixing of Name Board and citizen board |
| 18 | Supply and Fixing of Retro Reflection Sign Board 60 cm Circular |
| 19 | Supply and Fixing of Retro Reflection Sign Board 60 cm Triabgle |
| 20 | Provision for Guard stones |
| 21 | Provision for Photographic charges |
| 22 | Construction of 3.00 m RCC Slab culvert@ Ch 850in R 170 Namachivayapuram to Kaniyamnur KattukottagaiKm 0/0 - 1/250in ChinnasalemBlock |
| 23 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 24 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 25 | Supplying and errecting centering for sides and soffits of all concrte items of work with all labour charges Below sill |
| 26 | Supplying and errecting centering for sides and soffits of all concrte items of work with all labour charges Above sill |
| 27 | Cement concrete 1 : 2 :4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 28 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. |
| 29 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor. |
| 30 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 31 | Providing and fixingTar paper for bearing Between Bed block & Deck slab |
| 32 | Back filling behind the abutment wing wall and return wall with all labour charges |
| 33 | 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 and technical specification Clauses 614, 709, 1204.3.7 |
| 34 | Construction ofRetaining wall @ Ch 850m 863m in R 170 Namachivayapuram to Kaniyamnur KattukottagaiKm 0/0 - 1/250in ChinnasalemBlock |
| 35 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 36 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 37 | Supplying and errecting centering for sides and soffits of all concrte items of work with all labour charges Below sill |
| 38 | Supplying and errecting centering for sides and soffits of all concrte items of work with all labour charges Above sill |
| 39 | Cement concrete 1 : 3 :6mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 40 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 41 | 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 and technical specification Clauses 614, 709, 1204.3.7 |
| 42 | Maintenance to Strengthening of road from R 170 Namachivayapuram to Kaniyamnur KattukottagaiKm 0/0 - 1/250in ChinnasalemBlock |
| 43 | Towards the charges for routline maintenance of the road work executed under PMGSY 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 IRC-SP-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 carriageway width of 3.00m & 3.75m |
| 44 | For the First Year from the date of completion of work |
| 45 | For the Second Year from the date of cpmpletion of work |
| 46 | For the Third Year from the date of completion of work |
| 47 | For the Fourth Year from the date of completion of work |
| 48 | For the Fifth Year from the date of completion of work |
| 49 | Strengthening of road from R 9 7 Nallathur to Eliyathur road Km 0/0-1/760in ChinnasalemBlock |
| 50 | 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 earlierand 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 Technical Specification Clause 201. |
| 51 | Earthwork excavation and deposting on bank with an intial lead of 10m and initial lift of 2m in hard stiff clay,stiff black cotton,hard earth,shales,murram,gravel,stoney earth and earth mixed with small size boulders as per SS 20A |
| 52 | Picking the Existing BT worn out surface including all albour charges etc complete |
| 53 | LayingUS GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravelas per standard specification etc. complete. Side bermsKM 0/0-1/0 |
| 54 | LayingUS GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravelas per standard specification etc. complete. Side bermsKM 1/0-1/760 |
| 55 | 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. KM 0/0 - 1/0 |
| 56 | 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. KM 1/0 - 1/760 |
| 57 | Applying PRIMECOAToverWMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Complete KM 0/0 - 1/760 |
| 58 | Applying TACK COAToverPrimed WMM surface at 2.5Kgof RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Complete KM 0/0 - 1/760 |
| 59 | BITUMINOUS CONCRETE 25 MMTHICK USING cmp (Grade-II)Providing and laying Bituminious concrete to 40mm 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 KM 0/0 - 1/0 |
| 60 | BITUMINOUS CONCRETE 25 MMTHICK USING cmp (Grade-II)Providing and laying Bituminious concrete to 40mm 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-5KM 1/0 - 1/760 |
| 61 | Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface |
| 62 | Providing Rumble strips covered with premix carpet 15-20 mm high at centre 250mm wide |
| 63 | Supply and Fixing of KM Stones |
| 64 | Supply and Fixing of HM Stones |
| 65 | Supply and Fixing of Name Board and citizen board |
| 66 | Supply and Fixing of Retro Reflection Sign Board 60 cm Triangle |
| 67 | Supply and Fixing of Retro Reflection Sign Board 60 cm circular |
| 68 | Provision forGuard stones |
| 69 | Provision for Photographic charges |
| 70 | Construction of1.50 m RCC Slab culvert@ Ch 0in9 7 Nallathur to Eliyathur road Km 0/0-1/760in ChinnasalemBlock |
| 71 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 72 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 73 | Supplying and errecting centering for sides and soffits of all concrte items of work with all labour charges Below sill |
| 74 | Supplying and errecting centering for sides and soffits of all concrte items of work with all labour charges Above sill |
| 75 | Cement concrete 1 : 3 :6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 76 | Cement concrete 1 : 2 :4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 77 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. |
| 78 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor. |
| 79 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 80 | Back filling behind the abutment wing wall and return wall with all labour charges |
| 81 | 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 and technical specification Clauses 614, 709, 1204.3.7 |
| 82 | Construction of1.50 m RCC Slab culvert@ Ch 655in9 7 Nallathur to Eliyathur road Km 0/0-1/760in ChinnasalemBlock |
| 83 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 84 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 85 | Supplying and errecting centering for sides and soffits of all concrte items of work with all labour charges Below sill |
| 86 | Supplying and errecting centering for sides and soffits of all concrte items of work with all labour charges Above sill |
| 87 | Cement concrete 1 : 3 :6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 88 | Cement concrete 1 : 2 :4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 89 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. |
| 90 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor. |
| 91 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 92 | Back filling behind the abutment wing wall and return wall with all labour charges |
| 93 | 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 and technical specification Clauses 614, 709, 1204.3.7 |
| 94 | Construction ofRetaining wall @ Ch 5000m -650m in 9 7 Nallathur to Eliyathur road Km 0/0-1/760in ChinnasalemBlock |
| 95 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 96 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 97 | Supplying and errecting centering for sides and soffits of all concrte items of work with all labour charges Below sill |
| 98 | Supplying and errecting centering for sides and soffits of all concrte items of work with all labour charges Above sill |
| 99 | Cement concrete 1 : 3 :6mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 100 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 101 | 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 and technical specification Clauses 614, 709, 1204.3.7 |
| 102 | Maintenance toSStrengthening of road from R 9 7 Nallathur to Eliyathur road Km 0/0-1/760in ChinnasalemBlock |
| 103 | Towards the charges for routline maintenance of the road work executed under PMGSY 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 IRC-SP-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 carriageway width of 3.00m & 3.75m |
| 104 | For the First Year from the date of completion of work |
| 105 | For the Second Year from the date of cpmpletion of work |
| 106 | For the Third Year from the date of completion of work |
| 107 | For the Fourth Year from the date of completion of work |
| 108 | For the Fifth Year from the date of completion of work |
| 109 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package} |
