Construction Work of Asphalt Road at Various Location in Bardoli, Di. Surat Under 15 Vivekadhin Grant Year 2025-26, 15th Finance Commission Grant Year 2023-24 (Untied) and Swarnim Jayanti Mukhyamantri Saheri Vikash Yojana Year 2025-2026.

NAME OF WORK :- CONSTRUCTION WORK OF ASPHALT ROAD

LOCATION :- AT VARIOUS LOCATION IN BARDOLI, DI. SURAT

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

PERCENTAGE RATE TENDER

Sr.No. Schedule Amount

1 Schedule - "B"- 1

2 Schedule - "B"- 2

3 Schedule - "B"- 3

4 Schedule - "B"- 4

5 Schedule - "B"- 5

6 Schedule - "B"- 6

Total Amount Rs.

Total Amount Rs.

I/We am/are willing to carry out the work @ ________% Above / Below_____________Percentage

(should be writen in figures and words) of the Estimated rates mentioned above amount of my / our Tender works out

Estimated Amount Estimated Amount

Put to Tender Rs.1,12,43,092.00 Put to Tender Rs.1,12,43,092.00

Add %Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Bardoli Nagarpalika

Chief Officer President

Bardoli Nagarpalika Bardoli Nagarpalika

Bardoli Bardoli

BARDOLI NAGARPALIKA - BARDOLI

SCHEME :- 15% VIVEKADHIN GRANT YEAR 2025-26

NAME OF WORK :-CONSTRUCTION WORK OF ASPHALT ROAD

Location: Low Level Bridge To Golden Farm , At Tranvalla Road Bardoli, At Bardoli

SCHEDULE - "B-1"

PERCENTAGE RATE TENDER

Description Quantity Rate Per Amount

Earthwork in cuting in all sorts of soil and soft murrum including conveying

and spreading the stuff, embankment as and where directed within 200meters

from the end of the cutting with all required lead and lift

Excavation for foundation upto 1.5 m depth includingsorting out and stacking

of useful materials and disposing off the excavated stuff upto 50 Meter lead. 481.50 157.15 Cumt

(B) Dense or Hard soil.

Earthwork for embankment including breaking clods, dressing with all lead

and lift and including watering rolling and consolidation of subgrade in layers

at O.M.C. to required dry density including filling the depression which 240.80 454.50 Cumt

occur during the process using power roller 8T to 10T.(E) From Borrow area

within 30.0 KM. lead

Lime Stabilization for improving Sub-grade providing, Laying and spreading

available soil in the sub-grade on a prepared surafce, pulverising, .ixing the

spread soil in place with soil staaabilizer with 2% slaked lime using Binder

spreader Machine, Having minimum content of 70% of Ca0, Grading with 240.80 194.93 Cumt

motor grader and compacting with the road roller at OMC to the desiered

density to form a layer of improved sub grade.

Construction of granular sub-base by providing coarse graded machine

crushed B.T. material satisfying MOST specification of grading I (B.T. stone

aggregate 53 mm to 26.5 mm 35 %, 26.5 to 4.75 mm - 45 % and 2.36 mm

below - 20 % )including spreading in uniform layer with motor grader on 214.00 644.38 Cumt

prepared surface, mixing by mix in place method with rotavator at OMC and

compacting with vibratory roller to achieve the desired density etc. complete.

Providing and laying wet mix macadam base course using machine crushed

B.T. chips as per required gradation mixing with required optimum quantity

of water, conveying the mix to site of work, spreading in to grade and camber

with mechanical paver and consolidation each layer with vibratory roller

including cost of material labour plant and equipment etc. complete.

Providing and laying Bitumenous grout base 37.50mm thick using Emulsion

grade RS - 1 for tack coat @ 2.50 kg./10sqm and using BT stone aggregate as

per required gradation with the asphalt of 60/70 (VG30) grade at the rate of

1.99% i.e. 19.90 kg/mt by weight of Mix including heating and mixing in 40.20 2853.25 MT

drum mix plant transportaing the mix and spreading the same by paver

finisher and consolidation by MOST specification including cost of all

materials fuel, labours, tools and plant etc. using contracters own drum mix

plant etc. complete.

Providing and laying 37.50 mm thick compacted B.M. with B.T. stone

aggregate as per MORT&H specification and asphalt 60/70 (VG-30) for tack

coat at 5.00 Kg/10sq.mt with mechanical sprayer and bitumen grade 60/70

(VG-30) for mixing at 3.3% of of total mix by including heating the

aggregate and asphalt by Batch Mix Type Hot Mix Plant and spreading same

hy hydrostatic paver finisher with sensor control to required grade, level and 44.20 3670.34 M.T.

alignment, rolling with smooth wheeled, vibratory and tandem rollers to

achieve the desired compaction as per MORT&H specification for Gradation

of 40 mm Nominal Size complete incicluding providing all materials,

equipment, tools and plants, oil, kerosene. firewoods and labor charges. Etc.

Providing and laying 25mm thick compacted sami dense Bituminious

concrete using stone chups as per MORTH Gradation asphalt and asphalt

60/70 for mixing 60/70 for mixing 5% by weight of total mix for binder

including heating the aggregate and asphalt by drum mix plant and spreading 31.10 3519.85 M.T.

the same by censor finisher and consolidation with vibratory roller

incicluding providing all materials, equipment tools and plants, oll,kerosene,

firewoods and latior charges. Etc complete.

Scarifying gravelled macadam or bitumen macadam surface 6 cm to

cm.depth including stacking useful materials on road side and disposing off 960.00 42.76 Sqmt

remaining stuff.

Providing and laying 25mm thick compacted semi dense Bituminious

concrete using stone chups as per MORTH Gradation and asphalt 60/70 (VG-

30) for tack coat at 2.5 Kg/10sq.mt with asphalt 60/70 for mixing 5% by

weight of total mix for binder including heating the aggregate and asphalt by 55.20 5527.65 M.T.

drum mix plant and spreading the same by censor finisher and consolidation

with vibratory roller incicluding providing all materials, equipment tools and

plants, oll,kerosene, firewoods and latior charges. Etc complete.

Providing and applying asphalt painting on B.T.surface with mechanical

sprayer using bitumens 60/70 (VG-30) at the rate of 2.5 Kg/10 sqmt and

spreading stone dust on painting surface at the 0.03 Cumt/10 Sqmt.and 1495.00 23.73 Sqmt.

rolling with smooth wheeled and pneumatic roller and brushing etc.complete.

Road marking with hot applied thermoplastic paints with reflectorising glass

beads on bitumin surface providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass beads @ 250gms per

sqm area, thickness of 2.5mm is excluding of surface applied glass beds as

per IRC:35-2015. The finished surface to be level, uniform and free from

streaks and holes. zebra patta /bump patta lane/center line/ edge line/cut

patta. The white color marking should provide liminance coefficinet on 32.00 367.72 Sqmt

cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be min

100 mcd/m2/lux during the service life during the day time. The marking

should meet the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-15 of IRC 35-

2015. Warranty for the Retro reflectivity should be two years.

Providing Supplying and Installation of Name Plate of Size 1x1.30 mt with

supporting M.S Pole.of hight 2 mt.

Total Amounts Rs…............

Total Amounts Rs…............

Stamp with Signature of Contractor

Consl. Engineer Engineer

"DESIGN POINT" Bardoli Nagarpalika

Chief Officer President

Bardoli Nagarpalika Bardoli Nagarpalika

Bardoli Bardoli

BARDOLI NAGARPALIKA - BARDOLI

SCHEME :- 15% VIVEKADHIN GRANT YEAR 2025-26

NAME OF WORK :-CONSTRUCTION WORK OF ASPHALT ROAD

Location: Golden Farm To J.M Shah Factory , At Tranvalla Road Bardoli, At Bardoli

SCHEDULE - "B-2"

PERCENTAGE RATE TENDER

Description Quantity Rate Per Amount

Providing uncoursed rubble stone masonry in Cement Mortar 1:5 for

flooring including curring pointing in Cement Mortar 1:3 on exposed 9.00 2294.11 Cumt

faces complete.

Excavation for foundation upto 1.5 m depth includingsorting out and

stacking of useful materials and disposing off the excavated stuff upto 486.00 157.15 Cumt

50 Meter lead. (B) Dense or Hard soil.

Earthwork for embankment including breaking clods, dressing with

all lead and lift and including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry density including filling

the depression which occur during the process using power roller 8T

to 10T.(E) From Borrow area within 30.0 KM. lead

Lime Stabilization for improving Sub-grade providing, Laying and

spreading available soil in the sub-grade on a prepared surafce,

pulverising, .ixing the spread soil in place with soil staaabilizer with

2% slaked lime using Binder spreader Machine, Having minimum 216.00 194.93 Cumt

content of 70% of Ca0, Grading with motor grader and compacting

with the road roller at OMC to the desiered density to form a layer of

improved sub grade.

Construction of granular sub-base by providing coarse graded

machine crushed B.T. material satisfying MOST specification of

grading I (B.T. stone aggregate 53 mm to 26.5 mm 35 %, 26.5 to

mm - 45 % and 2.36 mm below - 20 % )including spreading in 216.00 644.38 Cumt

uniform layer with motor grader on prepared surface, mixing by mix

in place method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc. complete.

Providing and laying wet mix macadam base course using machine

crushed B.T. chips as per required gradation mixing with required

optimum quantity of water, conveying the mix to site of work,

spreading in to grade and camber with mechanical paver and 81.00 879.71 Cumt

consolidation each layer with vibratory roller including cost of

material labour plant and equipment etc. complete.

Providing and laying Bitumenous grout base 37.50mm thick using

Emulsion grade RS - 1 for tack coat @ 2.50 kg./10sqm and using BT

stone aggregate as per required gradation with the asphalt of 60/70

(VG30) grade at the rate of 1.99% i.e. 19.90 kg/mt by weight of Mix

including heating and mixing in drum mix plant transportaing the mix 40.50 2853.25 MT

and spreading the same by paver finisher and consolidation by MOST

specification including cost of all materials fuel, labours, tools and

plant etc. using contracters own drum mix plant etc. complete.

Providing and laying 37.50 mm thick compacted B.M. with B.T.

stone aggregate as per MORT&H specification and asphalt 60/70

(VG-30) for tack coat at 5.00 Kg/10sq.mt with mechanical sprayer

and bitumen grade 60/70 (VG-30) for mixing at 3.3% of of total mix

by including heating the aggregate and asphalt by Batch Mix Type

Hot Mix Plant and spreading same hy hydrostatic paver finisher with

sensor control to required grade, level and alignment, rolling with 44.60 3670.34 M.T.

smooth wheeled, vibratory and tandem rollers to achieve the desired

compaction as per MORT&H specification for Gradation of 40 mm

Nominal Size complete incicluding providing all materials,

equipment, tools and plants, oil, kerosene. firewoods and labor

charges. Etc. comp

Providing and laying 25mm thick compacted sami dense Bituminious

concrete using stone chups as per MORTH Gradation asphalt and

asphalt 60/70 for mixing 60/70 for mixing 5% by weight of total mix

for binder including heating the aggregate and asphalt by drum mix 31.40 3519.85 M.T.

plant and spreading the same by censor finisher and consolidation

with vibratory roller incicluding providing all materials, equipment

tools and plants, oll,kerosene, firewoods and latior charges. Etc

Scarifying gravelled macadam or bitumen macadam surface 6 cm to

10 cm.depth including stacking useful materials on road side and 1080.00 42.76 Sqmt

disposing off remaining stuff.

Providing and laying 25mm thick compacted semi dense Bituminious

concrete using stone chups as per MORTH Gradation and asphalt

60/70 (VG-30) for tack coat at 2.5 Kg/10sq.mt with asphalt 60/70 for

mixing 5% by weight of total mix for binder including heating the

aggregate and asphalt by drum mix plant and spreading the same by 62.10 5527.65 M.T.

censor finisher and consolidation with vibratory roller incicluding

providing all materials, equipment tools and plants, oll,kerosene,

firewoods and latior charges. Etc complete.

Providing and applying asphalt painting on B.T.surface with

mechanical sprayer using bitumens 60/70 (VG-30) at the rate of

Kg/10 sqmt and spreading stone dust on painting surface at the 0.03 1620.00 23.73 Sqmt.

Cumt/10 Sqmt.and rolling with smooth wheeled and pneumatic roller

and brushing etc.complete.

Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beds as per IRC:35-2015.

The finished surface to be level, uniform and free from streaks and

holes. zebra patta /bump patta lane/center line/ edge line/cut patta.

The white color marking should provide liminance coefficinet on 36.00 367.72 Sqmt

cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be

min 100 mcd/m2/lux during the service life during the day time. The

marking should meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for the Retro reflectivity should

Providing Supplying and Installation of Name Plate of Size 1x1.30

mt with supporting M.S Pole.of hight 2 mt.

Total Amounts Rs…............

Total Amounts Rs…............

Stamp with Signature of Contractor

Consl. Engineer Engineer

"DESIGN POINT" Bardoli Nagarpalika

Chief Officer President

Bardoli Nagarpalika Bardoli Nagarpalika

Bardoli Bardoli

BARDOLI NAGARPALIKA - BARDOLI

SCHEME :- 15% VIVEKADHIN GRANT YEAR 2025-26

NAME OF WORK :-CONSTRUCTION WORK OF ASPHALT ROAD

Location: J.M Shah Factory Back Side To Main Gate , At Tranvalla Road Bardoli, At Bardoli

SCHEDULE - "B-3"

PERCENTAGE RATE TENDER

Description Quantity Rate Per Amount

Clearing and grubbing road land including uprooting rank vegetation

grass bushes,shrubs,sapling and trees girth up to 300 mm removal of

0.06 115408.51 Hactare

stumps of trees cut earlier and disposal of unserviceable materials

(B) By manual in area of thorny jungle

Excavation for foundation upto 1.5 m depth includingsorting out and

stacking of useful materials and disposing off the excavated stuff 270.00 157.15 Cumt

upto 50 Meter lead. (B) Dense or Hard soil.

Earthwork for embankment including breaking clods, dressing with

all lead and lift and including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry density including filling

the depression which occur during the process using power roller 8T

to 10T.(E) From Borrow area within 30.0 KM. lead

Lime Stabilization for improving Sub-grade providing, Laying and

spreading available soil in the sub-grade on a prepared surafce,

pulverising, .ixing the spread soil in place with soil staaabilizer with

2% slaked lime using Binder spreader Machine, Having minimum 120.00 194.93 Cumt

content of 70% of Ca0, Grading with motor grader and compacting

with the road roller at OMC to the desiered density to form a layer

of improved sub grade.

Construction of granular sub-base by providing coarse graded

machine crushed B.T. material satisfying MOST specification of

grading I (B.T. stone aggregate 53 mm to 26.5 mm 35 %, 26.5 to

4.75 mm - 45 % and 2.36 mm below - 20 % )including spreading in 120.00 644.38 Cumt

uniform layer with motor grader on prepared surface, mixing by mix

in place method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc. complete.

Providing and laying wet mix macadam base course using machine

crushed B.T. chips as per required gradation mixing with required

optimum quantity of water, conveying the mix to site of work,

spreading in to grade and camber with mechanical paver and 45.00 879.71 Cumt

consolidation each layer with vibratory roller including cost of

material labour plant and equipment etc. complete.

Providing and laying 37.50 mm thick compacted B.M. with B.T.

stone aggregate as per MORT&H specification and asphalt 60/70

(VG-30) for tack coat at 5.00 Kg/10sq.mt with mechanical sprayer

and bitumen grade 60/70 (VG-30) for mixing at 3.3% of of total

mix by including heating the aggregate and asphalt by Batch Mix

Type Hot Mix Plant and spreading same hy hydrostatic paver

finisher with sensor control to required grade, level and alignment, 22.50 2853.25 MT

rolling with smooth wheeled, vibratory and tandem rollers to achieve

the desired compaction as per MORT&H specification for Gradation

of 40 mm Nominal Size complete incicluding providing all

materials, equipment, tools and plants, oil, kerosene. firewoods and

labor charges. Etc. comp.

Providing and laying 37.5 mm thick compacted B.M. with B.T.

stone aggregate as per MORT&H specification and asphalt 60/70

(VG-30) for tack coat at 2.5 Kg/10sq.mt with mechanical sprayer

and bitumen grade 60/70 (VG-30) for moxing at 34.0 kg/M.Tie.

3.4% of of total mix by including heating the aggregate and asphalt

by Batch Mix Type Hot Mix Plant and spreading same hy

hydrostatic paver finisher with sensor control to required grade, 24.80 3670.34 M.T.

level and alignment, rolling with smooth wheeled, vibratory and

tandem rollers to achieve the desired compaction as per MORT&H

specification for Gradation complete incicluding providing all

materials, equipment, tools and plants, oil, kerosene. firewoods and

labor charges. Etc. comp.

Providing and laying 25mm thick compacted sami dense

Bituminious concrete using stone chups as per MORTH Gradation

asphalt and asphalt 60/70 for mixing 60/70 for mixing 5% by weight

of total mix for binder including heating the aggregate and asphalt 17.40 3519.85 M.T.

by drum mix plant and spreading the same by censor finisher and

consolidation with vibratory roller incicluding providing all

materials, equipment tools and plants, oll,kerosene, firewoods and

latior charges. Etc complete.

Scarifying gravelled macadam or bitumen macadam surface 6 cm to

10 cm.depth including stacking useful materials on road side and 600.00 42.76 Sqmt

disposing off remaining stuff.

Providing and laying 25mm thick compacted semi dense

Bituminious concrete using stone chups as per MORTH Gradation

and asphalt 60/70 (VG-30) for tack coat at 2.5 Kg/10sq.mt with

asphalt 60/70 for mixing 5% by weight of total mix for binder

including heating the aggregate and asphalt by drum mix plant and 34.50 5527.65 M.T.

spreading the same by censor finisher and consolidation with

vibratory roller incicluding providing all materials, equipment tools

and plants, oll,kerosene, firewoods and latior charges. Etc complete.

Providing and applying asphalt painting on B.T.surface with

mechanical sprayer using bitumens 60/70 (VG-30) at the rate of

Kg/10 sqmt and spreading stone dust on painting surface at the 0.03 900.00 23.73 Sqmt.

Cumt/10 Sqmt.and rolling with smooth wheeled and pneumatic

roller and brushing etc.complete.

Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and free from streaks

and holes. zebra patta /bump patta lane/center line/ edge line/cut

patta. The white color marking should provide liminance coefficinet 65.00 367.72 Sqmt

on cemend road shalll be min 130 mcd/m2/lux and Asphalt road

shall be min 100 mcd/m2/lux during the service life during the day

time. The marking should meet the performance criteria for night

time reflectivity, wet reflectivity and skid resistance as mentioned in

the section-15 of IRC 35-2015. Warranty for the Retro reflectivity

should be two years.

Providing Supplying and Installation of Name Plate of Size 1x1.30

mt with supporting M.S Pole.of hight 2 mt.

Supplying and fixing cat eye (Stimsonite) made out from Acrilo

beautile sterine injuction high compressed molding with reflector

made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) 270.00 375.72 No.

provided with bituminous adhesive 100g. with each unit for fixing.

(High Intensity grade)

Total Amounts Rs…............

Total Amounts Rs…............

Stamp with Signature of Contractor

Consl. Engineer Engineer

"DESIGN POINT" Bardoli Nagarpalika

Chief Officer President

Bardoli Nagarpalika Bardoli Nagarpalika

Bardoli Bardoli

BARDOLI NAGARPALIKA - BARDOLI

SCHEME :- 15% VIVEKADHIN GRANT YEAR 2025-26

NAME OF WORK :-CONSTRUCTION WORK OF ASPHALT ROAD

Location: J.M Shah Factory Main Gate To Gulzar Residency , At Tranvalla Road Bardoli, At Bardoli

SCHEDULE - "B-4"

PERCENTAGE RATE TENDER

Description Quantity Rate Per Amount

Clearing and grubbing road land including uprooting rank

vegetation grass bushes,shrubs,sapling and trees girth up to

0.05 115408.51 Hactare

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (B) By manual in area of thorny jungle

Excavation for foundation upto 1.5 m depth includingsorting out

and stacking of useful materials and disposing off the excavated 310.50 157.15 Cumt

stuff upto 50 Meter lead. (B) Dense or Hard soil.

Earthwork for embankment including breaking clods, dressing with

all lead and lift and including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry density including

filling the depression which occur during the process using power

roller 8T to 10T.(E) From Borrow area within 30.0 KM. lead

Lime Stabilization for improving Sub-grade providing, Laying and

spreading available soil in the sub-grade on a prepared surafce,

pulverising, .ixing the spread soil in place with soil staaabilizer

with 2% slaked lime using Binder spreader Machine, Having 138.00 194.93 Cumt

minimum content of 70% of Ca0, Grading with motor grader and

compacting with the road roller at OMC to the desiered density to

form a layer of improved sub grade.

Construction of granular sub-base by providing coarse graded

machine crushed B.T. material satisfying MOST specification of

grading I (B.T. stone aggregate 53 mm to 26.5 mm 35 %, 26.5 to

4.75 mm - 45 % and 2.36 mm below - 20 % )including spreading in 138.00 644.38 Cumt

uniform layer with motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc. complete.

Providing and laying wet mix macadam base course using machine

crushed B.T. chips as per required gradation mixing with required

optimum quantity of water, conveying the mix to site of work,

spreading in to grade and camber with mechanical paver and 51.80 879.71 Cumt

consolidation each layer with vibratory roller including cost of

material labour plant and equipment etc. complete.

Providing and laying 37.50 mm thick compacted B.M. with B.T.

stone aggregate as per MORT&H specification and asphalt 60/70

(VG-30) for tack coat at 5.00 Kg/10sq.mt with mechanical sprayer

and bitumen grade 60/70 (VG-30) for mixing at 3.3% of of total

mix by including heating the aggregate and asphalt by Batch Mix

Type Hot Mix Plant and spreading same hy hydrostatic paver

finisher with sensor control to required grade, level and alignment, 25.90 2853.25 MT

rolling with smooth wheeled, vibratory and tandem rollers to

achieve the desired compaction as per MORT&H specification for

Gradation of 40 mm Nominal Size complete incicluding providing

all materials, equipment, tools and plants, oil, kerosene. firewoods

and labor charges. Etc. comp..

Providing and laying 37.5 mm thick compacted B.M. with B.T.

stone aggregate as per MORT&H specification and asphalt 60/70

(VG-30) for tack coat at 2.5 Kg/10sq.mt with mechanical sprayer

and bitumen grade 60/70 (VG-30) for moxing at 34.0 kg/M.Tie.

3.4% of of total mix by including heating the aggregate and asphalt

by Batch Mix Type Hot Mix Plant and spreading same hy

hydrostatic paver finisher with sensor control to required grade, 28.50 3670.34 M.T.

level and alignment, rolling with smooth wheeled, vibratory and

tandem rollers to achieve the desired compaction as per MORT&H

specification for Gradation complete incicluding providing all

materials, equipment, tools and plants, oil, kerosene. firewoods and

labor charges. Etc. comp.

Providing and laying 25mm thick compacted sami dense

Bituminious concrete using stone chups as per MORTH Gradation

asphalt and asphalt 60/70 for mixing 60/70 for mixing 5% by

weight of total mix for binder including heating the aggregate and

asphalt by drum mix plant and spreading the same by censor 20.10 3519.85 M.T.

finisher and consolidation with vibratory roller incicluding

providing all materials, equipment tools and plants, oll,kerosene,

firewoods and latior charges. Etc complete.

Scarifying gravelled macadam or bitumen macadam surface 6 cm

to 10 cm.depth including stacking useful materials on road side and 690.00 42.76 Sqmt

disposing off remaining stuff.

Providing and laying 25mm thick compacted semi dense

Bituminious concrete using stone chups as per MORTH Gradation

and asphalt 60/70 (VG-30) for tack coat at 2.5 Kg/10sq.mt with

asphalt 60/70 for mixing 5% by weight of total mix for binder

including heating the aggregate and asphalt by drum mix plant and 39.70 5527.65 M.T.

spreading the same by censor finisher and consolidation with

vibratory roller incicluding providing all materials, equipment tools

and plants, oll,kerosene, firewoods and latior charges. Etc

Providing and applying asphalt painting on B.T.surface with

mechanical sprayer using bitumens 60/70 (VG-30) at the rate of

Kg/10 sqmt and spreading stone dust on painting surface at the 1035.00 23.73 Sqmt.

0.03 Cumt/10 Sqmt.and rolling with smooth wheeled and

pneumatic roller and brushing etc.complete.

Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and free from

streaks and holes. zebra patta /bump patta lane/center line/ edge

line/cut patta. The white color marking should provide liminance 34.50 367.72 Sqmt

coefficinet on cemend road shalll be min 130 mcd/m2/lux and

Asphalt road shall be min 100 mcd/m2/lux during the service life

during the day time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be two years.

Providing Supplying and Installation of Name Plate of Size 1x1.30

mt with supporting M.S Pole.of hight 2 mt.

Supplying and fixing cat eye (Stimsonite) made out from Acrilo

beautile sterine injuction high compressed molding with reflector

made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) 115.00 375.72 No.

provided with bituminous adhesive 100g. with each unit for fixing.

(High Intensity grade)

Total Amounts Rs…............

Total Amounts Rs…............

Stamp with Signature of Contractor

Consl. Engineer Engineer

"DESIGN POINT" Bardoli Nagarpalika

Chief Officer President

Bardoli Nagarpalika Bardoli Nagarpalika

Bardoli Bardoli

BARDOLI NAGARPALIKA - BARDOLI

SCHEME :- 15TH FINANCE COMMISSION GRANT YEAR 2023-24 ( UNTIED)

NAME OF WORK :-CONSTRUCTION WORK OF ASPHALT ROAD

Location: Gulzar Residency To Highway , At Tranvalla Road Bardoli, At Bardoli

SCHEDULE - "B-5"

PERCENTAGE RATE TENDER

Description Quantity Rate Per Amount

Clearing and grubbing road land including uprooting rank vegetation

grass bushes,shrubs,sapling and trees girth up to 300 mm removal of

0.54 115408.51 Hactare

stumps of trees cut earlier and disposal of unserviceable materials

(B) By manual in area of thorny jungle

Excavation for foundation upto 1.5 m depth includingsorting out and

stacking of useful materials and disposing off the excavated stuff 2430.00 157.15 Cumt

upto 50 Meter lead. (B) Dense or Hard soil.

Earthwork for embankment including breaking clods, dressing with

all lead and lift and including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry density including filling

the depression which occur during the process using power roller 8T

to 10T.(E) From Borrow area within 30.0 KM. lead

Lime Stabilization for improving Sub-grade providing, Laying and

spreading available soil in the sub-grade on a prepared surafce,

pulverising, .ixing the spread soil in place with soil staaabilizer with

2% slaked lime using Binder spreader Machine, Having minimum 1080.00 194.93 Cumt

content of 70% of Ca0, Grading with motor grader and compacting

with the road roller at OMC to the desiered density to form a layer

of improved sub grade.

Construction of granular sub-base by providing coarse graded

machine crushed B.T. material satisfying MOST specification of

grading I (B.T. stone aggregate 53 mm to 26.5 mm 35 %, 26.5 to

4.75 mm - 45 % and 2.36 mm below - 20 % )including spreading in 1080.00 644.38 Cumt

uniform layer with motor grader on prepared surface, mixing by mix

in place method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc. complete.

Providing and laying wet mix macadam base course using machine

crushed B.T. chips as per required gradation mixing with required

optimum quantity of water, conveying the mix to site of work,

spreading in to grade and camber with mechanical paver and 405.00 879.71 Cumt

consolidation each layer with vibratory roller including cost of

material labour plant and equipment etc. complete.

Providing and laying Bitumenous grout base 37.50mm thick using

Emulsion grade RS - 1 for tack coat @ 2.50 kg./10sqm and using

BT stone aggregate as per required gradation with the asphalt of

60/70 (VG30) grade at the rate of 1.99% i.e. 19.90 kg/mt by weight

of Mix including heating and mixing in drum mix plant 202.50 2853.25 MT

transportaing the mix and spreading the same by paver finisher and

consolidation by MOST specification including cost of all materials

fuel, labours, tools and plant etc. using contracters own drum mix

plant etc. complete

Providing and laying 37.50 mm thick compacted B.M. with B.T.

stone aggregate as per MORT&H specification and asphalt 60/70

(VG-30) for tack coat at 5.00 Kg/10sq.mt with mechanical sprayer

and bitumen grade 60/70 (VG-30) for mixing at 3.3% of of total

mix by including heating the aggregate and asphalt by Batch Mix

Type Hot Mix Plant and spreading same hy hydrostatic paver

finisher with sensor control to required grade, level and alignment, 222.80 3670.34 M.T.

rolling with smooth wheeled, vibratory and tandem rollers to achieve

the desired compaction as per MORT&H specification for Gradation

of 40 mm Nominal Size complete incicluding providing all

materials, equipment, tools and plants, oil, kerosene. firewoods and

labor charges. Etc. comp.

Providing and laying 25mm thick compacted sami dense

Bituminious concrete using stone chups as per MORTH Gradation

asphalt and asphalt 60/70 for mixing 60/70 for mixing 5% by weight

of total mix for binder including heating the aggregate and asphalt 156.60 3519.85 M.T.

by drum mix plant and spreading the same by censor finisher and

consolidation with vibratory roller incicluding providing all

materials, equipment tools and plants, oll,kerosene, firewoods and

latior charges. Etc complete.

Scarifying gravelled macadam or bitumen macadam surface 6 cm to

10 cm.depth including stacking useful materials on road side and 5400.00 42.76 Sqmt

disposing off remaining stuff.

Providing and laying 25mm thick compacted semi dense

Bituminious concrete using stone chups as per MORTH Gradation

and asphalt 60/70 (VG-30) for tack coat at 2.5 Kg/10sq.mt with

asphalt 60/70 for mixing 5% by weight of total mix for binder

including heating the aggregate and asphalt by drum mix plant and 310.50 5527.65 M.T.

spreading the same by censor finisher and consolidation with

vibratory roller incicluding providing all materials, equipment tools

and plants, oll,kerosene, firewoods and latior charges. Etc complete.

Providing and applying asphalt painting on B.T.surface with

mechanical sprayer using bitumens 60/70 (VG-30) at the rate of

Kg/10 sqmt and spreading stone dust on painting surface at the 0.03 8100.00 23.73 Sqmt.

Cumt/10 Sqmt.and rolling with smooth wheeled and pneumatic

roller and brushing etc.complete.

Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and free from streaks

and holes. zebra patta /bump patta lane/center line/ edge line/cut 270.00 367.72 Sqmt

patta. The white color marking should provide liminance coefficinet

on cemend road shalll be min 130 mcd/m2/lux and Asphalt road

shall be min 100 mcd/m2/lux during the service life during the day

time. The marking should meet the performance criteria for night

time reflectivity, wet reflectivity and skid resistance as mentioned in

the section-15 of IRC 35-2015. Warranty for the Retro reflectivity

should be two years.

Providing Supplying and Installation of Name Plate of Size 1x1.30

mt with supporting M.S Pole.of hight 2 mt.

Supplying and fixing cat eye (Stimsonite) made out from Acrilo

beautile sterine injuction high compressed molding with reflector

made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) 900.00 375.72 No.

provided with bituminous adhesive 100g. with each unit for fixing.

(High Intensity grade)

Total Amounts Rs…............

Total Amounts Rs…............

Stamp with Signature of Contractor

Consl. Engineer Engineer

"DESIGN POINT" Bardoli Nagarpalika

Chief Officer President

Bardoli Nagarpalika Bardoli Nagarpalika

Bardoli Bardoli

BARDOLI NAGARPALIKA - BARDOLI

SCHEME :- SWARNIM JAYANTI MUKHYAMANTRI SAHERI VIKASH YOJANA YEAR 2025-2026

NAME OF WORK :-CONSTRUCTION WORK OF ASPHALT ROAD WITH PAVER

Location: At Vrindavan Society , At Bardoli, Di.Surat

SCHEDULE - "B-6"

PERCENTAGE RATE TENDER

Description Quantity Rate Per Amount

Box cutting the road surface to proper slope and camber for making

a base for road work including ramming the excavated stuff and

despositing on the road side slope as directed up to 2 Km. lead.

Construction of granular sub-base by providing coarse graded

machine crushed B.T. material satisfying MOST specification of

grading I (B.T. stone aggregate 53 mm to 26.5 mm 35 %, 26.5 to

4.75 mm - 45 % and 2.36 mm below - 20 % )including spreading in 31.50 644.38 Cumt

uniform layer with motor grader on prepared surface, mixing by mix

in place method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc. complete.

Providing and laying wet mix macadam base course using machine

crushed B.T. chips as per required gradation mixing with required

optimum quantity of water, conveying the mix to site of work,

spreading in to grade and camber with mechanical paver and 14.00 879.71 Cumt

consolidation each layer with vibratory roller including cost of

material labour plant and equipment etc. complete.

Providing and laying Bitumenous grout base 37.50mm thick using

Emulsion grade RS - 1 for tack coat @ 2.50 kg./10sqm and using

BT stone aggregate as per required gradation with the asphalt of

60/70 (VG30) grade at the rate of 1.99% i.e. 19.90 kg/mt by weight

of Mix including heating and mixing in drum mix plant 10.50 2259.37 MT

transportaing the mix and spreading the same by paver finisher and

consolidation by MOST specification including cost of all materials

fuel, labours, tools and plant etc. using contracters own drum mix

plant etc. complete.

Providing and laying 37.5 mm thick compacted B.M. with B.T.

stone aggregate as per MORTH specification and asphalt 60/70 (VG-

30) for tack coat at 2.5 Kg/10sq.mt with mechanical sprayer and

bitumen grade 60/70 (VG-30) for moxing at 34.0 kg/M.Tie. 3.4% of

of total mix by including heating the aggregate and asphalt by Batch

Mix Type Hot Mix Plant and spreading same hy hydrostatic paver

finisher with sensor control to required grade, level and alignment, 11.60 2751.24 M.T.

rolling with smooth wheeled, vibratory and tandem rollers to achieve

the desired compaction as per MORT&H specification for Gradation

complete incicluding providing all materials, equipment, tools and

plants, oil, kerosene. firewoods and labor charges. Etc. comp.

Providing and laying 25mm thick compacted sami dense

Bituminious concrete using stone chups as per MORTH Gradation

asphalt and asphalt 60/70 for mixing 60/70 for mixing 5% by weight

of total mix for binder including heating the aggregate and asphalt 8.20 3519.85 M.T.

by drum mix plant and spreading the same by censor finisher and

consolidation with vibratory roller incicluding providing all

materials, equipment tools and plants, oll,kerosene, firewoods and

latior charges. Etc complete.

Providing and applying asphalt painting on B.T.surface with

mechanical sprayer using bitumens 60/70 (VG-30) at the rate of

Kg/10 sqmt and spreading stone dust on painting surface at the 0.03 140.00 17.17 Sqmt.

Cumt/10 Sqmt.and rolling with smooth wheeled and pneumatic

roller and brushing etc.complete.

Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and free from streaks

and holes. zebra patta /bump patta lane/center line/ edge line/cut

patta. The white color marking should provide liminance coefficinet 7.00 367.72 Sqmt

on cemend road shalll be min 130 mcd/m2/lux and Asphalt road

shall be min 100 mcd/m2/lux during the service life during the day

time. The marking should meet the performance criteria for night

time reflectivity, wet reflectivity and skid resistance asmentioned in

the section-15 of IRC 35-2015. Warranty for the Retro reflectivity

should be two years.

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse

sand : - hand broken stone aggregates 40 mmnominal size) and

curing complete excluding cost of formwork in (A) Foundation and

Plinth (more than 10 ton)

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed/vibrarted by mechanically and as per approved

design confirming to IS 15658:2006 including 35mm Sand layer for

levelling and filling the joint with sand in proper line and level etc

Total Amounts Rs…............

Total Amounts Rs…............

Stamp with Signature of Contractor

Consl. Engineer Engineer

"DESIGN POINT" Bardoli Nagarpalika

Chief Officer President

Bardoli Nagarpalika Bardoli Nagarpalika

Bardoli Bardoli