MGSMT-22-23- Pack - 41 -Strengthening and Five years Maintenace of Four Roads in Manamelkudi Block-Pudukkottai District

Amount

R - 246- Strengthening of the road to Vilathur Konar Kudiyiruppu Road KM 0/0 - 0/640

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.

PICKING BT SURFACE Scarifying 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

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.

Gravel Shoulder Collectionandsupplyofgrittygravelfromappdquarryincludingcostandconveyanceofallmaterialstositeincludingalllabourchargesforspreadingandcompactionwithpowerrolleretc.complete, for SHOULDERS

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.

PRIMER COAT Applying 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

TACK COAT Applying 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

BITUMINOUS CONCRETE Providing and laying Bituminious concrete to 40mm thick using0.13 cum of 19.00-9.50mm.0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregatest or equired temperature and mixing the min 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 crosssections and consolidated by 8-10 tonnes vibratory /phenumaticroller

Providing and fixing Name 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 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 post 75mm 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 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

RoadMarkingwithhotappliedthermoplasticCompoundwith Reflectorising Glass Beads on Bituminous Surface

Kilometre Stone ReinforcedcementconcreteM15gradekilometrestone/localstoneofstandarddesignasperIRC:8fixinginpositionincludingpaintingandprinting,etcasperdrawingandTechnicalSpecification Clause 1703

200 m stone (precast)

CD WORK

Earth Work excavation and depositing on bank with initial lead of 10 m and lift in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram,gravel stoney earth and earth mixed with small size boulders and hard gravelly soil SS 20B etc

Collection and supply of M.sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete

Providing Steel Centering for RCC slabs,beams of plain surfaces including strutting 3m height using MS Sheet, BG 10 gauge thick of size 90 x 60 cm BG 10 gauge stiffened with MS angles of size 25 x 25 x 3mm laid over silver oak joints of size 10cm 6.50cm spaced at about 90cm and supported by causrina props of 10cm to 13cm dia spaced about 75cm centre to centre and removing the centering and strutting after specified period without damaging the concrete laid complying with standard specification and as directed by the Engineer.

Supply and Dellivery of Rcc 900mm dia NP3 Pipe including cost and Conveyance of all materials to site and all labour Charges etc

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete

PROTECTIVE WORK

Earth Work excavation and depositing on bank with initial lead of 10 m and lift in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram,gravel stoney earth and earth mixed with small size boulders and hard gravelly soil SS 20B etc

Collection and supply of M.sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete

Providing Steel Centering for RCC slabs,beams of plain surfaces including strutting 3m height using MS Sheet, BG 10 gauge thick of size 90 x 60 cm BG 10 gauge stiffened with MS angles of size 25 x 25 x 3mm laid over silver oak joints of size 10cm 6.50cm spaced at about 90cm and supported by causrina props of 10cm to 13cm dia spaced about 75cm centre to centre and removing the centering and strutting after specified period without damaging the concrete laid complying with standard specification and as directed by the Engineer.

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete

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 - 170 - Strengthening of the road to Ramnagar Road Km 0/0 - 0/600

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.

PICKING BT SURFACE Scarifying 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

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.

Gravel Shoulder Collectionandsupplyofgrittygravelfromappdquarryincludingcostandconveyanceofallmaterialstositeincludingalllabourchargesforspreadingandcompactionwithpowerrolleretc.complete, for SHOULDERS

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.

PRIMER COAT Applying 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

TACK COAT Applying 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

BITUMINOUS CONCRETE Providing and laying Bituminious concrete to 40mm thick using0.13 cum of 19.00-9.50mm.0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregatest or equired temperature and mixing the min 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 crosssections and consolidated by 8-10 tonnes vibratory /phenumaticroller

Providing and fixing Name 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 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 post 75mm 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 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

RoadMarkingwithhotappliedthermoplasticCompoundwith Reflectorising Glass Beads on Bituminous Surface

Kilometre Stone ReinforcedcementconcreteM15gradekilometrestone/localstoneofstandarddesignasperIRC:8fixinginpositionincludingpaintingandprinting,etcasperdrawingandTechnicalSpecification Clause 1703

200 m 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 - 243- Strengthening of the road to Therku Manjakudi Road KM 0/0 - 0/740

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.

PICKING BT SURFACE Scarifying 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

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.

Gravel Shoulder Collectionandsupplyofgrittygravelfromappdquarryincludingcostandconveyanceofallmaterialstositeincludingalllabourchargesforspreadingandcompactionwithpowerrolleretc.complete, for SHOULDERS

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.

PRIMER COAT Applying 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

TACK COAT Applying 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

BITUMINOUS CONCRETE Providing and laying Bituminious concrete to 40mm thick using0.13 cum of 19.00-9.50mm.0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregatest or equired temperature and mixing the min 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 crosssections and consolidated by 8-10 tonnes vibratory /phenumaticroller

Providing and fixing Name 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 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 post 75mm 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 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

RoadMarkingwithhotappliedthermoplasticCompoundwith Reflectorising Glass Beads on Bituminous Surface

Kilometre Stone ReinforcedcementconcreteM15gradekilometrestone/localstoneofstandarddesignasperIRC:8fixinginpositionincludingpaintingandprinting,etcasperdrawingandTechnicalSpecification Clause 1703

ii)200 m stone (precast)

iii)Guard stone (precast)

Construction of 900mm dia Rcc Pipe Culvert at Ch 180

Earth Work excavation and depositing on bank with initial lead of 10 m and lift in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram,gravel stoney earth and earth mixed with small size boulders and hard gravelly soil SS 20B etc

Collection and supply of M.sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete

Providing Steel Centering for RCC slabs,beams of plain surfaces including strutting 3m height using MS Sheet, BG 10 gauge thick of size 90 x 60 cm BG 10 gauge stiffened with MS angles of size 25 x 25 x 3mm laid over silver oak joints of size 10cm 6.50cm spaced at about 90cm and supported by causrina props of 10cm to 13cm dia spaced about 75cm centre to centre and removing the centering and strutting after specified period without damaging the concrete laid complying with standard specification and as directed by the Engineer.

Supply and Dellivery of Rcc 900mm dia NP3 Pipe including cost and Conveyance of all materials to site and all labour Charges etc

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete

Construction of 900mm dia Rcc Pipe Culvert at Ch 300

Earth Work excavation and depositing on bank with initial lead of 10 m and lift in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram,gravel stoney earth and earth mixed with small size boulders and hard gravelly soil SS 20B etc

Collection and supply of M.sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete

Providing Steel Centering for RCC slabs,beams of plain surfaces including strutting 3m height using MS Sheet, BG 10 gauge thick of size 90 x 60 cm BG 10 gauge stiffened with MS angles of size 25 x 25 x 3mm laid over silver oak joints of size 10cm 6.50cm spaced at about 90cm and supported by causrina props of 10cm to 13cm dia spaced about 75cm centre to centre and removing the centering and strutting after specified period without damaging the concrete laid complying with standard specification and as directed by the Engineer.

Supply and Dellivery of Rcc 900mm dia NP3 Pipe including cost and Conveyance of all materials to site and all labour Charges etc

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete

Construction of 900mm dia Rcc Pipe Culvert at Ch 700

Earth Work excavation and depositing on bank with initial lead of 10 m and lift in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram,gravel stoney earth and earth mixed with small size boulders and hard gravelly soil SS 20B etc

Collection and supply of M.sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete

Providing Steel Centering for RCC slabs,beams of plain surfaces including strutting 3m height using MS Sheet, BG 10 gauge thick of size 90 x 60 cm BG 10 gauge stiffened with MS angles of size 25 x 25 x 3mm laid over silver oak joints of size 10cm 6.50cm spaced at about 90cm and supported by causrina props of 10cm to 13cm dia spaced about 75cm centre to centre and removing the centering and strutting after specified period without damaging the concrete laid complying with standard specification and as directed by the Engineer.

Supply and Dellivery of Rcc 900mm dia NP3 Pipe including cost and Conveyance of all materials to site and all labour Charges etc

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete

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 - 419 - Strengthening of the road to from Viruthuvayal - Paranur Link Road KM 0/0 - 0/520

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.

PICKING BT SURFACE Scarifying 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

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.

Gravel Shoulder Collectionandsupplyofgrittygravelfromappdquarryincludingcostandconveyanceofallmaterialstositeincludingalllabourchargesforspreadingandcompactionwithpowerrolleretc.complete, for SHOULDERS

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.

PRIMER COAT Applying 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

TACK COAT Applying 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

BITUMINOUS CONCRETE Providing and laying Bituminious concrete to 40mm thick using0.13 cum of 19.00-9.50mm.0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregatest or equired temperature and mixing the min 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 crosssections and consolidated by 8-10 tonnes vibratory /phenumaticroller

Providing and fixing Name 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 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 post 75mm 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 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

RoadMarkingwithhotappliedthermoplasticCompoundwith Reflectorising Glass Beads on Bituminous Surface

Kilometre Stone ReinforcedcementconcreteM15gradekilometrestone/localstoneofstandarddesignasperIRC:8fixinginpositionincludingpaintingandprinting,etcasperdrawingandTechnicalSpecification Clause 1703

ii)200 m stone (precast)

iii)Guard 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

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}

RAMASAMY RADHAKRISHNAN