Improvements to 8 Nos of roads in Karungulam Panchayat Union of Thoothukudi District under SFC (B.Pt) 2019-20 - Package No TN/TUT-02-SFC (B.Pt)(2019-20)

Amount

Strenthening of Ponnakurichi Peikulam road to Chinnamadankudiyeruppu via udayaneri km 0/0-1/4 in Karunkulam Block under SFC (BP) - 2019-20 Package No.02

Clearing and scrubbling by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300 mm girth. Km 0/0-1/4

Earth Work Excavataion and depositing on back with an initial of 10m and lift 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS 20A Km 0/0-1/4

Picking the existing B.T.Surface including all labour charges etc. complete Km 0/0-1/4

Providing and Laying Red Gravel for soling & for side berms to 75mm compacted thick including cost & 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 power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

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 Primer coat over the WMM surface using 7.00 Kg of bituminous emulsion SS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying tack coat over the primed WMM surface using 2.50 Kg of bituminous emulsion RS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete Paver Finisher

Providing HM stones of size 0.75 x 0.23 x 0.10

Providing KM stones of size 1.65 x 0.45 x 0.15m

Upgradation of Manakkarai AD Colony road at km 0/0-1/2 in Karunkuam Block under SFC (BP) - 2019 - 20 Package No.02

Clearing and scrubbling by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300 mm girth. Km 0/0-1/2

Picking the existing B.T.Surface including all labour charges etc. complete Km 0/0-1/2

Earth Work Excavataion and depositing on back with an initial of 10m and lift 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS 20A Km 0/0-1/2

Providing and Laying Red Gravel for soling & for side berms to 75mm compacted thick including cost & 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 power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

Providing and laying water bound macadam Grading II using 75-22.4 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying water bound macadam Grading III using 63-11.2 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying tack coat over the primed WBM surface using 4.0 Kg of bituminous emulsion RS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete Paver Finisher

Providing HM stones of size 0.75 x 0.23 x 0.10m

Providing KM stones of size 1.65 x 0.45 x 0.15m

Strenthening of Ulakudi burial ground road at km 0/0-0/6 in Karunkuam Block under SFC (BP) - 2019 - 20 Package No.02

Clearing and scrubbling by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300 mm girth. Km 0/0-0/6

Picking the existing B.T.Surface including all labour charges etc. complete Km 0/0-0/6

Earth Work Excavataion and depositing on back with an initial of 10m and lift 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS 20A Km 0/0-0/6

Providing and Laying Red Gravel for soling & for side berms to 75mm compacted thick including cost & 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 power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

Providing and laying water bound macadam Grading II using 75-22.4 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying water bound macadam Grading III using 63-11.2 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying tack coat over the primed WBM surface using 4.0 Kg of bituminous emulsion RS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete Paver Finisher

Providing HM stones of size 0.75 x 0.23 x 0.10m

Strenthening of Kalankarai burial ground road at km 0/0-0/6 in Karunkuam Block under SFC (BP) - 2019 - 20 Package No.02

Clearing and scrubbling by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300 mm girth. Km 0/0-0/6

Picking the existing B.T.Surface including all labour charges etc. complete Km 0/0-0/6

Earth Work Excavataion and depositing on back with an initial of 10m and lift 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS 20A Km 0/0-0/6

Providing and Laying Red Gravel for soling & for side berms to 75mm compacted thick including cost & 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 power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

Providing and laying water bound macadam Grading II using 75-22.4 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying water bound macadam Grading III using 63-11.2 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying tack coat over the primed WBM surface using 4.0 Kg of bituminous emulsion RS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete Paver Finisher

Providing HM stones of size 0.75 x 0.23 x 0.10m

Strenthening of Kaliyavoor burial ground road at km 0/0-0/4 in Karunkuam Block under SFC (BP) - 2019 - 20 Package No.02

Clearing and scrubbling by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300 mm girth. Km 0/0-0/4

Picking the existing B.T.Surface including all labour charges etc. complete Km 0/0-0/4

Earth Work Excavataion and depositing on back with an initial of 10m and lift 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS 20A Km 0/0-0/4

Providing and Laying Red Gravel for soling & for side berms to 75mm compacted thick including cost & 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 power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

Providing and laying water bound macadam Grading II using 75-22.4 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying water bound macadam Grading III using 63-11.2 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying tack coat over the primed WBM surface using 4.0 Kg of bituminous emulsion RS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete Paver Finisher

Providing HM stones of size 0.75 x 0.23 x 0.10m

Strenthening of Seetharkulam harijan colony road at km 0/0-0/6 in Karunkuam Block under SFC (BP) - 2019 - 20 Package No.02

Clearing and scrubbling by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300 mm girth. Km 0/0-0/6

Picking the existing B.T.Surface including all labour charges etc. complete Km 0/0-0/6

Earth Work Excavataion and depositing on back with an initial of 10m and lift 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS 20A Km 0/0-0/6

Providing and Laying Red Gravel for soling & for side berms to 75mm compacted thick including cost & 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 power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

Providing and laying water bound macadam Grading II using 75-22.4 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying water bound macadam Grading III using 63-11.2 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying tack coat over the primed WBM surface using 4.0 Kg of bituminous emulsion RS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete Paver Finisher

Providing HM stones of size 0.75 x 0.23 x 0.10m

Upgradation of Chinnakaliyavoor road at km 0/0-0/4 in Karunkuam Block under SFC (BP) - 2019 - 20 Package No.02

Clearing and scrubbling by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300 mm girth. Km 0/0-0/

Earth Work Excavataion and depositing on back with an initial of 10m and lift 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS 20A Km 0/0-0/4

Providing and Laying Red Gravel for soling & for side berms to 75mm compacted thick including cost & 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 power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

Providing and laying water bound macadam Grading II using 75-22.4 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying water bound macadam Grading III using 63-11.2 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying tack coat over the primed WBM surface using 4.0 Kg of bituminous emulsion RS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete Paver Finisher

Providing HM stones of size 0.75 x 0.23 x 0.10m

Upgradation of Seetharkulam burial ground road at km 0/0-0/6 in Karunkuam Block under SFC (BP) - 2019 - 20 Package No.02

Clearing and scrubbling by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300 mm girth. Km 0/0-0/6

Earth Work Excavataion and depositing on back with an initial of 10m and lift 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS 20A Km 0/0-0/6

Providing and Laying Red Gravel for soling & for side berms to 75mm compacted thick including cost & 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 power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

Providing and laying water bound macadam Grading III using 63-11.2 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying tack coat over the primed WBM surface using 4.0 Kg of bituminous emulsion RS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete Paver Finisher

Providing HM stones of size 0.75 x 0.23 x 0.10m

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}

VIDHYASAGAR