Improvements to 13 No of roads in Kayathar Panchayat Union of Thoothukudi District under SCPAR 2019-20 - Package No TN/TUT-06-SCPAR(2019-20)

Amount

Upgradation of Karisalkulam - Avudaiammalpuram road km 0/0-0/8 @ Ahilandapuram Panchayat in Kayathar Block under SCPAR - 2019-20 Package No.06

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 0/0-0/8

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 0/0-0/800

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 0.10

Strenthening of Vadakkuilanthaikulam burial ground road km 0/0-0/6 @ Vadakkuilanthaikulam Panchayat in Kayathar Block under SCPAR - 2019-20 Package No.06

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 0/0-0/600

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 0.10

Improvements of Vanramutti Mariamman Kovil Road Km0/0-0/400 in Kayathar Block under SCPAR - 2019-20 Package No.06

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

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 0.10

Supply of NP 3 class RCC 900 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for culvert.

Improvements of kalugumalai Road to Thirumanagalakurichi kM 0/0- 0/6 in Kayathar Block under SCPAR - 2019-20 Package No.06

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 0/0-0/650

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 0.10

Thirumanagalakurichi road to South street Km 0/0-0/160 in Kayathar Block under SCPAR - 2019-20 Package No.06

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 0/0-0/160

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 0/0-0/160

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

Improvements of Vanramutti South street( Backside of Policestation ) Road km 0/0 - 0/410 in Kayathar Block under SCPAR - 2019-20 Package No.06

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 0/0-0/410

Picking the existing B.T.Surface including all labour charges etc. complete Km 0/0-0/410

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 0.10

Improvements of Savalaperi panchayat office road Km 0/0-0/300 in Kayathar Block under SCPAR - 2019-20 Package No.06

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 0/0-0/3

Picking the existing B.T.Surface including all labour charges etc. complete Km 0/0-0/3

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 0/0-0/3

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 0.10

Construction of Retaining wall

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for foundation. As per SS20B

Cement concrete 1:4:8 (One cement ,four sand and eight hard broken stone) using 40mm. gauge hand broken granite stone jelly for foundation & Basement including watering wherever necessary and laid in layers not more than 15cm thick, compacting etc., complete complying with standard specification and as directed including cost of cement which will be supplied by department at departmental section store and the cost of the same will be recovered from contractor at the rate noted in the special condition

Cement concrete 1:3:6 (One cement ,three sand and six hard broken stone) using 40mm. gauge hand broken granite stone jelly for foundation & Basement including watering wherever necessary and laid in layers not more than 15cm thick, compacting etc., complete complying with standard specification and as directed including cost of cement which will be supplied by department at departmental section store and the cost of the same will be recovered from contractor at the rate noted in the special condition

Supplying and erecting centering for sides and soffits including supports for plane surfaces in all floors with all cross bracing using mild steel sheets of size 90cmx60cm and 10 gauge stiffener welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak joist of 10cmx6.5cm spaced at about 90cm center to center etc. complete complying with standard specification and as directed.

Without Shuttering

Improvements of Vadakkukonarkottai Approch Road 0/0 - 0/200 in Kayathar Block under SCPAR - 2019-20 Package No.06

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 0/0-0/2

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

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 0/0-0/2

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 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 0.10

Improvements of Velayuthapuram main Road Km0/0-0/300 in Kayathar Block under SCPAR - 2019-20 Package No.06

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 0/0-0/270

Picking the existing B.T.Surface including all labour charges etc. complete Km 0/0-0/270

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 0/0-0/270

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 0.10

Improvements of Oolaikulam Vellappaneri Road to Kangankinaru Km0/0-0/4 in Kayathar Block under SCPAR - 2019-20 Package No.06

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 75-22.40 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 0.10

Improvements of Vagaikulam AD colony road km 0/0 -0/250 in Kayathar Block under SCPAR - 2019-20 Package No.06

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 0/0-0/250

Picking the existing B.T.Surface including all labour charges etc. complete Km 0/0-0/250

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 0/0-0/250

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 0.10

Improvements of Therkkuvandanam- Pudupatti Road Km 0/0-1/900 in Kayathar Block under SCPAR - 2019-20 Package No.06

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 0/0-1/9

Picking the existing B.T.Surface including all labour charges etc. complete Km 0/0-1/9

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 0/0-1/9

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

BITUMINOUS MACADAM 50 MM THICK -Providing and laying Bituminous Macadam based on job mix formula mixed in hot mix plant of drum type in one layer for overlay as shown in drawing using paving Bitumen 60/70 penetration grade as per IS 73 and aggregates conforming to grading

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 KM stones of size 1.65 x 0.45 x 0.15 m

Providing HM stones of size 0.75 x 0.23 x 0.10

Improvements of Sankaralingapuram AD colony road ( Prabakaran nagar ) km 0/0- 0/500 in Kayathar Block under SCPAR - 2019-20 Package No.06

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 0/0-0/5

Picking the existing B.T.Surface including all labour charges etc. complete Km 0/0-0/5

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 0/0-0/5

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 0.10

Construction of Hard bed

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for foundation. As per SS20B

Cement concrete 1:4:8 (One cement ,four sand and eight hard broken stone) using 40mm. gauge hand broken granite stone jelly for foundation & Basement including watering wherever necessary and laid in layers not more than 15cm thick, compacting etc., complete complying with standard specification and as directed including cost of cement which will be supplied by department at departmental section store and the cost of the same will be recovered from contractor at the rate noted in the special condition

Supplying and erecting centering for sides and soffits including supports for plane surfaces in all floors with all cross bracing using mild steel sheets of size 90cmx60cm and 10 gauge stiffener welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak joist of 10cmx6.5cm spaced at about 90cm center to center etc. complete complying with standard specification and as directed.

Without Shuttering

Cement concrete 1:3:6 (One cement ,three sand and six hard broken stone) using 40mm. gauge hand broken granite stone jelly for foundation & Basement including watering wherever necessary and laid in layers not more than 15cm thick, compacting etc., complete complying with standard specification and as directed including cost of cement which will be supplied by department at departmental section store and the cost of the same will be recovered from contractor at the rate noted in the special condition

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.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an

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}

T.Balasuramanian