MGSMT-22-23- Pack - 18 -Strengthening and Five years Maintenace of Five Roads in Arimalam Block-Pudukkottai District

Amount

(R-242) Strengthening to the road from Pdkt-Embal road to Onangudi - seegampatti-chathiram road Km 2/600 - 3/270

Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including 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.

Scarifying existing worn out BT surface to a depth of 150mm by Mechanical means and scarifying existing granular surface to a depth of 150mm and disposal of scarifying material with a lift upto 3m and leads upto 1000m as per Technical Specification Clauses 301.4

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.

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.

Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.

Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Providing and laying Bituminious concrete to 25mm 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

Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms

Providind and fixing Name Board Cum Citizen Board

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 on back support frame of 25mm x 25mm x 3mm Mildsteel angle and supported on a mild steel iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm below Ground level etc complete including 7 years warranty for the Retro reflective sheeting as per clause 6.9 of IRC 67-2010 specification (as per MORT & spec.No.801)

60 Cm Equilateral Triangle (Cautionary) sign Board

60 Cm Circular (Mandatory) sign Board

Reflector

Road Marking with hot applied thermoplastic compound with Reflectorising Glass Beads on Bituminous surface

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC :8 fixing in position including painting and printing etc as per drawing and Technical specification Clause 1703

(i) Odinary Kilometer Stone (precast)

(ii) 200m stone precast

(iii) Guard Stone

Provision for Construction of Rcc 5.0m span Culvert @ch 2660

Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.

Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.

(i) Below sill level

(ii) Above sill level

Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges

RCC 1:1.5:3 mix using 20mm ISS HBG metal including cost and Conveyance and all labour charges etc complete.

Provision for Construction of Retaining wall @ch 2660-2670 (sub estimate Enclosed)

Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.

Filling with M.Sand including cost and conveyance of sand to work site including all labour charges for filling etc complete

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.

Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.

Backfilling behind retaining wall complete as per drawing & technical specification Clause 1204.3.8

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

For the Second Year from the date of completion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

(R-2017) Strengthening 0f the road from Poonaiyankudieruppu Usilampatty Ayyanarkovil road Km 0/0 - 0/560

Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including 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.

Scarifying existing worn out BT surface to a depth of 150mm by Mechanical means and scarifying existing granular surface to a depth of 150mm and disposal of scarifying material with a lift upto 3m and leads upto 1000m as per Technical Specification Clauses 301.4

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.

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.

Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.

Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Providing and laying Bituminious concrete to 25mm 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

Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms

Providind and fixing Name Board Cum Citizen Board

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 on back support frame of 25mm x 25mm x 3mm Mildsteel angle and supported on a mild steel iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm below Ground level etc complete including 7 years warranty for the Retro reflective sheeting as per clause 6.9 of IRC 67-2010 specification (as per MORT & spec.No.801)

60 Cm Equilateral Triangle (Cautionary) sign Board

60 Cm Circular (Mandatory) sign Board

Reflector

Road Marking with hot applied thermoplastic compound with Reflectorising Glass Beads on Bituminous surface

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC :8 fixing in position including painting and printing etc as per drawing and Technical specification Clause 1703

(i) 200m stone precast

(ii) Guard Stone

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

For the Second Year from the date of completion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

(R-137) Strengthening of the road from Kannankarakudi to Thammanapatti road Km 0/0 - 0/700

Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including 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.

Scarifying existing worn out BT surface to a depth of 150mm by Mechanical means and scarifying existing granular surface to a depth of 150mm and disposal of scarifying material with a lift upto 3m and leads upto 1000m as per Technical Specification Clauses 301.4

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.

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.

Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.

Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Providing and laying Bituminious concrete to 25mm 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

Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms

Providind and fixing Name Board Cum Citizen Board

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 on back support frame of 25mm x 25mm x 3mm Mildsteel angle and supported on a mild steel iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm below Ground level etc complete including 7 years warranty for the Retro reflective sheeting as per clause 6.9 of IRC 67-2010 specification (as per MORT & spec.No.801)

60 Cm Equilateral Triangle (Cautionary) sign Board

60 Cm Circular (Mandatory) sign Board

Reflector

Road Marking with hot applied thermoplastic compound with Reflectorising Glass Beads on Bituminous surface

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC :8 fixing in position including painting and printing etc as per drawing and Technical specification Clause 1703

(i) 200m stone precast

(ii) Guard Stone

Provision for Construction of Retaining wall (42m) (sub estimate Enclosed)

Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.

Filling with M.Sand including cost and conveyance of sand to work site including all labour charges for filling etc complete

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.

Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.

Backfilling behind retaining wall complete as per drawing & technical specification Clause 1204.3.8

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

For the Second Year from the date of completion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

(R-281) Strengthening to the road from Samuthiram- Thanjur Manaikkudieruppu road Km 0/0 - 0/920

Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including 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.

Scarifying existing worn out BT surface to a depth of 150mm by Mechanical means and scarifying existing granular surface to a depth of 150mm and disposal of scarifying material with a lift upto 3m and leads upto 1000m as per Technical Specification Clauses 301.4

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.

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.

Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50mm using 45mm IRC size HBG metal with 44kg of Bitumen for 1 cum of metal mixed in hot mix plant laying including all cost and conveyance of all materials to worksite and all labour charges etc., complete.

Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal with 44kg of Bitumen for 1 cum of metal mixed in hot mix plant laying including all cost and conveyance of all materials to worksite and all labour charges etc., complete.

Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.

Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Providing and laying Tack coat over BT surface(treated with primer) using 3.00 Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Providing and laying Bituminious concrete to 25mm 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

Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms

Providind and fixing Name Board Cum Citizen Board

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 on back support frame of 25mm x 25mm x 3mm Mildsteel angle and supported on a mild steel iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm below Ground level etc complete including 7 years warranty for the Retro reflective sheeting as per clause 6.9 of IRC 67-2010 specification (as per MORT & spec.No.801)

60 Cm Equilateral Triangle (Cautionary) sign Board

Road Marking with hot applied thermoplastic compound with Reflectorising Glass Beads on Bituminous surface

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC :8 fixing in position including painting and printing etc as per drawing and Technical specification Clause 1703

(i) 200m stone precast

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

For the Second Year from the date of completion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

(R-293) Strengthening of the road to keelathamuthampatty road Km 0/3 - 0/710

Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including 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.

Scarifying existing worn out BT surface to a depth of 150mm by Mechanical means and scarifying existing granular surface to a depth of 150mm and disposal of scarifying material with a lift upto 3m and leads upto 1000m as per Technical Specification Clauses 301.4

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.

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.

Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.

Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Providing and laying Bituminious concrete to 25mm 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

Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms

Providind and fixing Name Board Cum Citizen Board

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 on back support frame of 25mm x 25mm x 3mm Mildsteel angle and supported on a mild steel iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm below Ground level etc complete including 7 years warranty for the Retro reflective sheeting as per clause 6.9 of IRC 67-2010 specification (as per MORT & spec.No.801)

60 Cm Equilateral Triangle (Cautionary) sign Board

Road Marking with hot applied thermoplastic compound with Reflectorising Glass Beads on Bituminous surface

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC :8 fixing in position including painting and printing etc as per drawing and Technical specification Clause 1703

(i) 200m stone precast

(ii) Guard Stone

Provision for Construction of Deckslab @CH 650 (sub estimate Enclosed)

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.

Above sill level

Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges

RCC 1:1.5:3 mix using 20mm ISS HBG metal including cost and Conveyance and all labour charges etc complete.

Provision for Construction of Retaining wall @ch300-350 (sub estimate Enclosed)

Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.

Filling with M.Sand including cost and conveyance of sand to work site including all labour charges for filling etc complete

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.

Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.

Backfilling behind retaining wall complete as per drawing & technical specification Clause 1204.3.8

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

For the Second Year from the date of completion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

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}

C MURUGAN