Construction of bituminous road for west side road from main access road of AEGCL Kahilipara colony.

Amount

Clearing and grubbing road land.d of 1000m Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shurbs,saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned, upto a led of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201 i By manual means A) In area of non Throny jungle 2 x 45.00 x 1.00 = 90.00 2 x 24.00 x 1.00 = 48.00 = 138.00 = 0.0138

Scarifying existing Bituminous surface to a depth of 150mm by mechanical means Scarifying existing Bituminous surface to a depth of 150mm and disposal of scarified material with a lift upto 3 m and lead upto 1000m as per technical specification clause 301.4 1 x 12.00 x 10.00 + 3.00 = 78.00 2 1 x 33.00 x 3.00 = 99.00 1 x 24.00 x 3.00 = 72.00 = 249.00

Construction of sub grade and earthen shoulders Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads transporting to site, speading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as pe technical specification clause 303.1 i) private land 200mm thick 2 x 25.00 + 0.60 x 0.20 = 6.00 2 x 14.00 x 3.60 x 0.20 = 20.16 2 x 10.00 + 0.60 x 7.50 = 6.00 2 = 71.16

Excavation in Ordinary Soil Excavation in Ordinary Soil (i) Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) 200 mm thick 2 x 14.00 x 0.60 x 0.20 = 3.36 = 3.36

Cost of Haulage excluding loading and unloading. (i) Surface road. Quarry distance = 40 - 5 km = 35 km Total Qnty. = GSB +WSB = 42.21 + 66.43 = 108.64

Granular Sub Base with well graded material A) By Mix in place method Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator t OMC , and compacting with smooth wheel roller to achieve the desired density, compaction as per technical specification clause 401 A) for grading I materials 1 x 12.00 x 12.00 + 4.00 x 0.20 = 19.20 2 2 x 23.00 x 0.60 x 0.10 = 2.76 2 x 14.00 x 2.50 x 0.10 = 7.00 1 x 10.00 x 7.50 x 0.10 = 7.50 1 x 10.00 x 7.50 + 4.00 x 0.10 = 5.75 2 = 42.21

Water Bound Macadam Sub-base/base 1) WBM grading 1 Using stone screening type-A 13.2 mm for Gr. I Providing, laying, spreading and compacting stone aggregates of specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and chamber , applying nad brooming, stone screening/ binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per technical specification clause 404 A) By manual means 1 x 12.00 x 12.00 + 4.00 x 0.10 = 9.60 2 2 x 23.00 x 4.00 x 0.10 = 9.20 2 x 14.00 x 7.50 x 0.15 = 31.50 1 x 10.00 x 7.50 x 0.10 = 7.50 1 x 10.00 x 7.50 + 4.00 x 0.15 = 8.63 2 = 66.43

Prime coat i) Providing and applying Primer coat with bitumenous emulsion (SS 1) on the prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 -1.0 kg/sqm using mechanical means as per technical specification clause 502 1 x 12.00 x 12.00 + 4.00 = 96.00 2 1 x 23.00 x 4.00 = 92.00 1 x 10.00 x 7.50 = 75.00 1 x 10.00 x 7.50 + 4.00 = 28.75 2 1 x 14.00 x 7.50 = 105.00 = 396.75

Tack Coat i) Providing and applying tack coat with bituminous emulsion (RS 1) using emulsion distributor at the rate of 0.20 to 0.25 kg pwe sqm on the prepared bituminous surface with hydraulic broom as per technical specification clause 503 two coats, One before BM and one before seal coat 2 x 12.00 x 12.00 + 4.00 = 192.00 2 2 x 23.00 x 4.00 = 184.00 2 x 10.00 x 7.50 = 150.00 2 x 10.00 x 7.50 + 4.00 = 57.50 2 2 x 14.00 x 7.50 = 210.00 = 793.50

Bituminous Macaddam i) Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bituminous binder, transported to site upto a lead od 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification Clause 504. 1 x 12.00 x 12.00 + 4.00 x 0.025 = 2.40 2 1 x 23.00 x 4.00 x 0.025 = 2.30 1 x 10.00 x 7.50 x 0.025 = 1.88 1 x 10.00 x 7.50 + 4.00 x 0.03 = 1.44 2 1 x 14.00 x 7.50 x 0.025 = 2.63 = 10.64

Providing and laying seal coatsealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type A, type B and type C as per technical specification clause 510 A Manual means Case I Type A I Bitumen (S-90) 1 x 12.00 x 12.00 + 4.00 = 96.00 2 1.00 x 23.00 x 4.00 = 92.00 1.00 x 10.00 x 7.50 = 75.00 1 x 10.00 x 7.50 + 4.00 = 28.75 2 1.00 x 14.00 x 7.50 = 105.00 = 396.75

Providing drain with brick work in cement mortar in proportion 1:5 with half brick thick side walls and 100mm thick C.C (1:3:6) base over one brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified.

Description of Work / Item(s)

Amount

Clearing and grubbing road land.d of 1000m Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shurbs,saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned, upto a led of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201 i By manual means A) In area of non Throny jungle 2 x 150.00 x 1.00 = 300.00 In front of New Gate 2 x 10.00 x 3.00 = 60.00 In front of Naam Ghar 2 x 25.00 x 3.00 = 150.00 = 510.00 = 0.0510

Scarifying existing Bituminous surface to a depth of 150mm by mechanical means Scarifying existing Bituminous surface to a depth of 150mm and disposal of scarified material with a lift upto 3 m and lead upto 1000m as per technical specification clause 301.4 1 x 150.00 x 3.00 = 450.00 In front of New Gate 1 x 10.00 x 3.00 = 30.00 In front of Naam Ghar 1 x 25.00 x 3.00 = 75.00 = 555.00

Construction of sub grade and earthen shoulders Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads transporting to site, speading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as pe technical specification clause 303.1 i) private land 200 mm thick 1 x 150.00 x 3.00 x 0.20 = 9.00 In front of New Gate 2 x 10.00 x 3.00 x 0.20 = 8.00 In front of Naam Ghar 2 x 25.00 x 3.00 x 0.20 = 35.00 = 52.00

Excavation in Ordinary Soil Excavation in Ordinary Soil (i) Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) 200 mm thick 1 x 150.00 x 3.00 x 0.20 = 9.00

Cost of Haulage excluding loading and unloading. I) Surface road Quarry distance = 40 - 5 km = 35 km Total Qnty. = GSB +WSB = 22.88 + 57.38 = 80.26

Granular Sub Base with well graded material A) By Mix in place method Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator t OMC , and compacting with smooth wheel roller to achieve the desired density, compaction as per technical specification clause 401 A) for grading I materials 2 x 150.00 x 0.30 x 0.075 = 6.75 In front of New Gate 2 x 10.00 x 2.00 x 0.075 =3.00 In front of Naam Ghar 2 x 25.00 x 3.50 x 0.075 = 13.13 = 22.88

Water Bound Macadam Sub-base/base 1) WBM grading 1 Using stone screening type-A 13.2 mm for Gr. I Providing, laying, spreading and compacting stone aggregates of specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and chamber , applying nad brooming, stone screening/ binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per technical specification clause 404 A) By manual means 1 x 150.00 x 3.00 x 0.075 = 33.75 In front of New Gate 1 x 10.00 x 9.00 x 0.075 = 6.75 In front of Naam Ghar 1 x 25.00 x 9.00 x 0.075 = 16.88 = 57.38

Prime Coat i) Providing and applying Primer coat with bituminous emulsion (SS 1) on the prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 -1.0 kg/sqm using mechanical means as per technical specification clause 502 1 x 150.00 x 3.00 = 450.00 In front of New Gate 1 x 10.00 x 9.00 = 90.00 In front of Naam Ghar 1 x 25.00 x 9.00 = 225.00 = 765.00

Tack Coat i) Providing and applying tack coat with bituminous emulsion (RS 1) using emulsion distributor at the rate of 0.20 to 0.25 kg pwe sqm on the prepared bituminous surface with hydraulic broom as per technical specification clause 503 Two coats 2 x 150.00 x 3.00 =900.00 In front of New Gate 2 x 10.00 x 9.00 = 180.00 In front of Naam Ghar 2 x 25.00 x 9.00 = 450.00 = 1530.00

Bituminous Macaddam i) Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bituminous binder, transported to site upto a lead od 1000 m laid over a previously prepared surface with paver finisher to te required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification Clause 504. 1 x 150.00 x 3.00 x 0.02 = 9.00 In front of New Gate 1 x 10.00 x 9.00 x 0.02 = 1.80 In front of Naam Ghar 1 x 25.00 x 9.00 x 0.02 = 4.50 = 15.30

Providing and laying seal coatsealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type A, type B and type C as per technical specification clause 510 A manual means Case I Type A I Bitumen (S-90) 1 x 150.00 x 3.00 =450.00 In front of New Gate 1 x 10.00 x 9.00 = 90.00 In front of Naam Ghar 1 x 25.00 x 9.00 = 225.00 = 765.00

Description of Work / Item(s)

Amount

Clearing and grubbing road land.d of 1000m Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shurbs,saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned, upto a led of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201 i By manual means A) In area of non Throny jungle 2 x 148.00 x 1.00 = 296.00 = 296.00 = 0.0296

Scarifying existing Bituminous surface to a depth of 150mm by mechanical means Scarifying existing Bituminous surface to a depth of 150mm and disposal of scarified material with a lift upto 3 m and lead upto 1000m as per technical specification clause 301.4 3 x 10.00 x 10.00 + 3.00 = 195.00 2 1 x 118.00 x 3.00 = 354.00 = 549.00

Construction of sub grade and earthen shoulders Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads transporting to site, speading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as pe technical specification clause 303.1 i) private land 200 mm thick 1 x 148.00 x 0.60 x 0.15 = 13.32 Total = 13.32

Excavation in Ordinary Soil Excavation in Ordinary Soil (i) Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) 1 x 148.00 x 0.60 x 0.20 = 17.76 Total = 17.76

Cost of Haulage excluding loading and unloading. I) Surface road Quarry distance = 40 - 5 km = 35 km Total Qnty. = GSB +WSB = 13.32 + 41.18 = 54.50

Granular Sub Base with well graded material A) By Mix in place method Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator t OMC , and compacting with smooth wheel roller to achieve the desired density, compaction as per technical specification clause 401 A) for grading I materials 1 x 148.00 x 0.60 x 0.15 = 13.32 Total = 13.32

Water Bound Macadam Sub-base/base 1) WBM grading 1 Using stone screening type-A 13.2 mm for Gr. I Providing, laying, spreading and compacting stone aggregates of specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and chamber , applying nad brooming, stone screening/ binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per technical specification clause 404 A) By manual means 3 x 10.00 x 10.00 + 3.00 x 0.075 = 14.625 2 1 x 118.00 x 3.00 x 0.075 = 26.55 = 41.18

Prime Coat i) Providing and applying Primer coat with bituminous emulsion (SS 1) on the prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 -1.0 kg/sqm using mechanical means as per technical specification clause 502 3 x 10.00 x 10.00 + 3.00 = 195.00 2 1 x 118.00 x 3.00 = 354.00 = 549.00

Tack Coat i) Providing and applying tack coat with bituminous emulsion (RS 1) using emulsion distributor at the rate of 0.20 to 0.25 kg pwe sqm on the prepared bituminous surface with hydraulic broom as per technical specification clause 503 2 x 3 x 10.00 x 10.00 + 3.00 = 390.00 2 2 x 118.00 x 3.00 = 708.00 = 1098.00

Bituminous Macaddam i) Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bitumious binder, transported to site upto a lead od 1000 m laid over a previously prepared surface with paver finisher to te required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification Clause 504. 3 x 10.00 x 10.00 + 3.00 x 0.02 = 1.30 2 1 x 118.00 x 3.00 x 0.02 = 7.08 = 8.38

Providing and laying seal coatsealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type A, type B and type C as per technical specification clause 510 A Manual means Case I Type A I Bitumen (S -90) 3 x 10.00 x 10.00 + 3.00 = 195.00 2 1 x 118.00 x 3.00 = 354.00 = 549.00

Description of Work / Item(s)

Amount

Clearing and grubbing road land.d of 1000m Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shurbs,saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned, upto a led of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201 i By manual means A) In area of non Throny jungle 2 x 180.00 x 1.00 = 360.00 = 360.00 = 0.036

Scarifying existing Bituminous surface to a depth of 150mm by mechanical means Scarifying existing Bituminous surface to a depth of 150mm and disposal of scarified material with a lift upto 3 m and lead upto 1000m as per technical specification clause 301.4 5 x 8.00 x 10.00 + 3.00 = 260.00 2 1 x 140.00 x 3.00 = 420.00 = 680.00

Construction of sub grade and earthen shoulders Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads transporting to site, speading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as pe technical specification clause 303.1 i) private land 200 mm thick 1 x 180.00 x 0.60 x 0.15 = 16.20 = 16.20

Excavation in Ordinary Soil Excavation in Ordinary Soil (i) Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) 200 mm thick 1 x 150.00 x 0.60 x 0.20 = 18.00 = 18.00

Cost of Haulage excluding loading and unloading. I) Surface road Quarry distance = 40 - 5 km = 35 km Total Qnty. = GSB +WSB = 16.20 + 46.50 = 62.70

Granular Sub Base with well graded material A) By Mix in place method Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator t OMC , and compacting with smooth wheel roller to achieve the desired density, compaction as per technical specification clause 401 A) for grading I materials 2 x 180.00 x 0.60 x 0.075 = 16.20 = 16.20

Water Bound Macadam Sub-base/base 1) WBM grading 1 Using stone screening type-A 13.2 mm for Gr. I Providing, laying, spreading and compacting stone aggregates of specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and chamber , applying nad brooming, stone screening/ binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per technical specification clause 404 A) By manual means 5 x 8.00 x 7.00 + 3.00 x 0.075 = 15.00 2 1 x 140.00 x 3.00 x 0.075 = 31.50 = 46.50

Prime Coat i) Providing and applying Primer coat with bituminous emulsion (SS 1) on the prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 -1.0 kg/sqm using mechanical means as per technical specification clause 502 5 x 8.00 x 7.00 + 3.00 = 200.00 2 1 x 140.00 x 3.00 = 420.00 = 620.00

Tack Coat i) Providing and applying tack coat with bituminous emulsion (RS 1) using emulsion distributor at the rate of 0.20 to 0.25 kg pwe sqm on the prepared bituminous surface with hydraulic broom as per technical specification clause 503 2 x 5 x 8.00 x 7.00 + 3.00 = 400.00 2 2 x 140.00 x 3.00 = 840.00 = 1240.00

Bituminous Macaddam i) Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bitumious binder, transported to site upto a lead od 1000 m laid over a previously prepared surface with paver finisher to te required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification Clause 504. 5 x 8.00 x 7.00 + 3.00 x 0.02 = 0.80 2 1 x 140.00 x 3.00 x 0.02 = 8.40 = 9.20

Providing and laying seal coatsealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type A, type B and type C as per technical specification clause 510 A Manual means Case I Type A I Bitumen (S -90) 5 x 8.00 x 7.00 + 3.00 = 200.00 2 1 x 140.00 x 3.00 = 420.00 = 620.00

Description of Work / Item(s)

Amount

Clearing and grubbing road land.d of 1000m Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shurbs,saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned, upto a led of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201 i By manual means A) In area of non Throny jungle 2 x 100.00 x 1.00 = 200.00 = 200.00 = 0.02

Scarifying existing Bituminous surface to a depth of 150mm by mechanical means Scarifying existing Bituminous surface to a depth of 150mm and disposal of scarified material with a lift upto 3 m and lead upto 1000m as per technical specification clause 301.4 1 x 94.00 x 3.00 = 282.00 1 x 6.00 x 6.50 + 3.00 = 28.50 2 = 310.50

Construction of sub grade and earthen shoulders Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads transporting to site, speading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as pe technical specification clause 303.1 i) private land 200 mm thick 1 x 100.00 x 0.60 x 0.20 = 12.00 = 12.00

Excavation in Ordinary Soil Excavation in Ordinary Soil (i) Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) 200 mm thick 1 x 100.00 x 0.60 x 0.20 = 12.00 = 12.00

Cost of Haulage excluding loading and unloading. I) Surface road Quarry distance = 40 - 5 km = 35 km Total Qnty. = GSB +WSB = 12.00 + 31.05 = 43.05

Granular Sub Base with well graded material A) By Mix in place method Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator t OMC , and compacting with smooth wheel roller to achieve the desired density, compaction as per technical specification clause 401 A) for grading I materials 2 x 100.00 x 0.60 x 0.10 = 12.00 = 12.00

Water Bound Macadam Sub-base/base 1) WBM grading 1 Using stone screening type-A 13.2 mm for Gr. I Providing, laying, spreading and compacting stone aggregates of specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and chamber , applying nad brooming, stone screening/ binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per technical specification clause 404 A) By manual means 1 x 94.00 x 3.00 x 0.10 = 28.20 1 x 6.00 x 6.50 + 3.00 x 0.10 = 2.85 2 = 31.05

Prime Coat i) Providing and applying Primer coat with bituminous emulsion (SS 1) on the prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 -1.0 kg/sqm using mechanical means as per technical specification clause 502 1 x 94.00 x 3.00 = 282.00 1 x 6.00 x 6.50 + 3.00 = 28.50 2 = 310.50

Tack Coat i) Providing and applying tack coat with bituminous emulsion (RS 1) using emulsion distributor at the rate of 0.20 to 0.25 kg pwe sqm on the prepared bituminous surface with hydraulic broom as per technical specification clause 503 2 x 94.00 x 3.00 = 564.00 2 x 6.00 x 6.50 + 3.00 = 57.00 2 = 621.00

Bituminous Macaddam i) Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bitumious binder, transported to site upto a lead od 1000 m laid over a previously prepared surface with paver finisher to te required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification Clause 504. 1 x 94.00 x 3.00 x 0.025 = 7.05 1 x 6.00 x 6.50 + 3.00 x 0.025 = 2.85 2 = 9.90

Providing and laying seal coatsealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type A, type B and type C as per technical specification clause 510 A Manual means Case I Type A I Bitumen (S -90) 1 x 94.00 x 3.00 = 282.00 1 x 6.00 x 6.50 + 3.00 = 28.50 2 = 310.50

Description of Work / Item(s)

Amount

Clearing and grubbing road land.d of 1000m Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shurbs,saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned, upto a led of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201 i By manual means A) In area of non Throny jungle 2 x 52.00 x 1.00 = 104.00 = 104.00 = 0.0104

Scarifying existing Bituminous surface to a depth of 150mm by mechanical means Scarifying existing Bituminous surface to a depth of 150mm and disposal of scarified material with a lift upto 3 m and lead upto 1000m as per technical specification clause 301.4 2 x 8.00 x 6.00 + 3.00 = 72.00 2 1 x 36.00 x 3.00 =108.00 = 180.00

Construction of sub grade and earthen shoulders Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads transporting to site, speading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as pe technical specification clause 303.1 i) private land 200 mm thick 1 x 52.00 x 0.60 x 0.20 = 6.24 = 6.24

Excavation in Ordinary Soil Excavation in Ordinary Soil (i) Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) 200 mm thick 1 x 52.00 x 0.60 x 0.20 = 6.24 = 6.24

Cost of Haulage excluding loading and unloading. I) Surface road Quarry distance = 40 - 5 km = 35 km Total Qnty. = GSB +WSB = 4.68 + 16.00 =20.68

Granular Sub Base with well graded material A) By Mix in place method Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator t OMC , and compacting with smooth wheel roller to achieve the desired density, compaction as per technical specification clause 401 A) for grading I materials 2 x 52.00 x 0.60 x 0.08 = 4.68 = 4.68

Water Bound Macadam Sub-base/base 1) WBM grading 1 Using stone screening type-A 13.2 mm for Gr. I Providing, laying, spreading and compacting stone aggregates of specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and chamber , applying nad brooming, stone screening/ binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per technical specification clause 404 A) By manual means 2 x 8.00 x 10.00 + 3.00 x 0.1 = 5.20 2 1 x 36.00 x 3.00 x 0.1 = 10.80 = 16.00

Prime Coat i) Providing and applying Primer coat with bituminous emulsion (SS 1) on the prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 -1.0 kg/sqm using mechanical means as per technical specification clause 502 2 x 8.00 x 10.00 + 3.00 = 104.00 2 1 x 36.00 x 3.00 = 108.00 = 212.00

Tack Coat i) Providing and applying tack coat with bituminous emulsion (RS 1) using emulsion distributor at the rate of 0.20 to 0.25 kg pwe sqm on the prepared bituminous surface with hydroulic broom as per technical specification clause 503 2 x 2 x 8.00 x 10.00 + 3.00 = 208.00 2 2 x 36.00 x 3.00 =216.00 = 424.00

Bituminous Macaddam i) Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bitumious binder, transported to site upto a lead od 1000 m laid over a previously prepared surface with paver finisher to te required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification Clause 504. 2 x 8.00 x 10.00 + 3.00 x 0.025 = 1.30 2 1 x 36.00 x 3.00 x 0.025 = 2.70 = 4.00

Providing and laying seal coatsealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type A, type B and type C as per technical specification clause 510 A Manual means Case I Type A I Bitumen (S -90) 2 x 8.00 x 10.00 + 3.00 = 104.00 2 1 x 34.00 x 3.00 = 102.00 =206.00

Description of Work / Item(s)

Amount

Clearing and grubbing road land.d of 1000m Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shurbs,saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned, upto a led of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201 i By manual means A) In area of non Throny jungle 2 x 91.00 x 1.00 = 182.00 =182.00 = 0.0182

Scarifying existing Bituminous surface to a depth of 150mm by mechanical means Scarifying existing Bituminous surface to a depth of 150mm and disposal of scarified material with a lift upto 3 m and lead upto 1000m as per technical specification clause 301.4 1 x 10.00 x 6.50 + 4.00 = 52.50 2 1 x 81.00 x 4.00 =324.00 = 376.50

Construction of sub grade and earthen shoulders Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads transporting to site, speading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as pe technical specification clause 303.1 i) private land 200 mm thick 1 x 91.00 x 0.60 x 0.20 = 10.92 = 10.92

Excavation in Ordinary Soil Excavation in Ordinary Soil (i) Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) 200 mm thick 1 x 91.00 x 0.60 x 0.20 = 10.92 = 10.92

Cost of Haulage excluding loading and unloading. I) Surface road Quarry distance = 40 - 5 km = 35 km Total Qnty. = GSB +WSB = 20.22 + 42.90 = 63.12

Granular Sub Base with well graded material A) By Mix in place method Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator t OMC , and compacting with smooth wheel roller to achieve the desired density, compaction as per technical specification clause 401 A) for grading I materials 1 x 10.00 x 6.50 + 4.00 x 0.20 =10.50 2 2 x 81.00 x 0.60x 0.10 = 9.72 = 20.22

Water Bound Macadam Sub-base/base 1) WBM grading 1 Using stone screening type-A 13.2 mm for Gr. I Providing, laying, spreading and compacting stone aggregates of specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and chamber , applying nad brooming, stone screening/ binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per technical specification clause 404 A) By manual means 1 x 10.00 x 6.50 + 4.00 x 0.20 = 10.50 2 1 x 81.00 x 4.00 x 0.10 = 32.40 = 42.90

Prime Coat i) Providing and applying Primer coat with bitumenous emulsion (SS 1) on the prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 -1.0 kg/sqm using mechanical means as per technical specification clause 502 1 x 10.00 x 6.50 + 4.00 = 52.50 2 1 x 81.00 x 4.00 = 324.00 = 376.50

Tack Coat i) Providing and applying tack coat with bituminous emulsion (RS 1) using emulsion distributor at the rate of 0.20 to 0.25 kg pwe sqm on the prepared bituminous surface with hydroulic broom as per technical specification clause 503 2 x 10.00 x 6.50 + 4.00 = 105.00 2 2 x 81.00 x 4.00 = 648.00 = 753.00

Bituminous Macaddam i) Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bitumious binder, transported to site upto a lead od 1000 m laid over a previously prepared surface with paver finisher to te required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification Clause 504. 1 x 10.00 x 6.50 + 4.00 x 0.025 = 1.31 2 1 x 81.00 x 4.00 x 0.025 = 8.10 = 9.41

Providing and laying seal coatsealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type A, type B and type C as per technical specification clause 510 A Manual means Case I Type A I Bitumen (S -90) 1 x 10.00 x 6.50 + 4.00 = 52.50 2 1 x 81.00 x 4.00 = 324.00 = 376.50

Consulting Engineer NG

ARNAB BHATTACHARJEE

VIKASH CONSTRUCTION

Consulting Engineer NG

VIKASH CONSTRUCTION

ARNAB BHATTACHARJEE

ARNAB BHATTACHARJEE

Consulting Engineer NG

VIKASH CONSTRUCTION

ARNAB BHATTACHARJEE

Consulting Engineer NG

VIKASH CONSTRUCTION

Consulting Engineer NG

VIKASH CONSTRUCTION

ARNAB BHATTACHARJEE

Consulting Engineer NG

VIKASH CONSTRUCTION

ARNAB BHATTACHARJEE

Consulting Engineer NG

ARNAB BHATTACHARJEE

VIKASH CONSTRUCTION