Bid Documents for Construction work of Asphalt Road and R.C.C Road in Various Area, at.Kheralu Nagarpalika, under SJMMSVY (UDP-88) (Year 2024-25) (Savings Amount), Dist:- Mehsana (2nd Attempt)

Description Estimated Cost Tender Cost

B1 Asphalt Road from Khadiya Road to Khari Kui Taraf, At.Kheralu

B2 Asphalt Road from Khokharvada Sangh to Khadiya Taraf, At.Kheralu

B3 Asphalt Road from Vrundawan Char Rasta Left Side Road, At.Kheralu

B4 Asphalt Road from Vrundawan Char Rasta Right Side Road, At.Kheralu

B5 R.C.C. Road from Thakorvas to GEB Taraf, At.Kheralu

I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the estimated

rate mentioned above. Amount of my/our tender works out as under Estimated amount put to tender Estimated amount put to

tender Deduct………% below Add………% Above

In words In words………………….

The 18% GST will be Paid Separately for the tender rate shown in the Schedule B

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer‐In‐ Charge for which

no extra payment shall be made.

The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

GST and Income tax TDS will be deducted at a source while making payments of bills

Signature of Contractor Signature of Chief Officer

KHERALU NAGARPALIKA, KHERALU

Kheralu Nagarpalika, Kheralu

Name of Project :- Bid Documents for Construction work of Asphalt Road and R.C.C Road in Various Area,

at.Kheralu Nagarpalika, under SJMMSVY (UDP-88) (Year 2024-25) (Savings Amount), Dist:- Mehsana (2nd

Name of Work : Asphalt Road from Khadiya Road to Khari Kui Taraf, At.Kheralu

Sr. No. Item Qty. Rate Per Amount

Scarifying gravelled macadam or bitumen macadam surface

1 6 cm to 10 cm.depth including stacking useful materials on 2887.50 41.60 Sq.Mt

road side and disposing off remaining stuff.

Carting of debris, ruff kota stone, earth or any wastage

material on site including loading, unloaing within

municipality area as directed by engineer in charge (a)

Providing and laying Builtup spray grout base 37.50 mm

thick (Average) layer with Asphalt 60/70 for tack coat at the

rate of 2.5 kg./10 Sqm. With mehanical sprayer on B.T.

surface and using B.T. stone aggregates as per required

gradation with the asphalt of 60/70 grade at the rate of

3 1.99% i.e.19.90 Kg./M.T. by weight by mix including heating 217.00 2594.69 MT

and mixing in drum mix plant, transporting the mix

spreading the same by sensor paver finishor and conslidation

by vibrator roller MORTH specification including cost of all

materials, fuel labours, tools and plant etc. using contractor

won drum mix plant etc. complete.

Providing and laying bituminous 50.00mm thick Bitumen

macadam with asphalt 60/70 for tack coat @ 2.5 kg./10 Smt.

in one or two layers considering 0.66 cum. per M.T. mix

materials with machine crused stone aggregates and Asphalt

grade VG-30 {60/70} for mixing @ 34.00 Kg./M.T. i.e. 3.4%

by total weight of the mix and including heating the

4 aggregates and asphalt by continuous batching of drum mix 318.00 3016.87 MT

plant and spreading the same by paver finisher and

consolidation with vibratory roller 80 to 100 KN static weight

including providing all materials, equipments, tools and

plant, oil, kerosene, firewood, labour charges etc. comp.

using contractor's own machineries, drum mix plant and

paver finisher etc. complete.

Providing & laying 20mm thick Mix Seal Surfacing using

stone chipping & aggregate as per M.O.T.&.H. specification &

asphalt grade VG-30 60/70 for mixing at the rate of

Kg./M.T i.e.5.09% of total weight of mix including heating

the aggregate & asphalt in continuous batching drum mix

5 plant & spreading the same by paver finisher & consolidation 133.00 4106.66 MT

with vibratory roller & flushing sand @ 0.30 Cum/100 Smt.

including providing all materials wquipments, tools & plants,

fire wood, oil, kerosene, labour charges etc. complete using

constractors own machinery drum mix plant & paver finisher

Providing & Applying Ashphalt pinting by spraying asphalt

/ 100 grade of 5.00 kg / 10 smt. & than spreading sand at a

6 rate 0.03 cmt / 10 smt. Including preparing surface heating 2887.50 70.70 Sq.Mt

asphalt etc. complete as directed

KHERALU NAGARPALIKA, KHERALU

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

7 lane/center line/ edge line/cut patta. The white color marking 112.00 367.72 Sq.Mt

should provide liminance coefficinet on cemend road shalll be

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

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.

Cat Eye / Road Stud / RPM: Supplying Raised Pavement

Markers made of polycarbonate and ABS moulded body and

reflective panels with Micro prismatic lens (No Glass bead

lens) capable of providing total internal reflection of the light

entering the lens face and shall support a load of 13635 kgs.

tested in accordance to ASTM D 4280 Type H and complying

to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 Ð DO III Dt 11.06. 1997. The height,

8 width and length shall not exceed 20 mm, 130 mm and 130 115.00 326.23 Each

mm and with minimum reflective area of 13 Sqcm on each

side and the slope to the base shall be 35 +/- 5 degree. The

body of the marker should having finger grip for easy and

accurate placement and application with epoxy / bituminous

Adhesive as recommended by the manufacturer of the

marker. The color of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

KHERALU NAGARPALIKA, KHERALU

Kheralu Nagarpalika, Kheralu

Name of Project :- Bid Documents for Construction work of Asphalt Road and R.C.C Road in Various Area,

at.Kheralu Nagarpalika, under SJMMSVY (UDP-88) (Year 2024-25) (Savings Amount), Dist:- Mehsana (2nd

Name of Work : Asphalt Road from Khokharvada Sangh to Khadiya Taraf, At.Kheralu

Sr. No. Item Qty. Rate Per Amount

Scarifying gravelled macadam or bitumen macadam surface

1 6 cm to 10 cm.depth including stacking useful materials on 1430.00 41.60 Sq.Mt

road side and disposing off remaining stuff.

Carting of debris, ruff kota stone, earth or any wastage

material on site including loading, unloaing within

municipality area as directed by engineer in charge (a)

Providing and laying Builtup spray grout base 37.50 mm thick

(Average) layer with Asphalt 60/70 for tack coat at the rate

of 2.5 kg./10 Sqm. With mehanical sprayer on B.T. surface

and using B.T. stone aggregates as per required gradation

with the asphalt of 60/70 grade at the rate of 1.99%

3 i.e.19.90 Kg./M.T. by weight by mix including heating and 108.00 2594.69 MT

mixing in drum mix plant, transporting the mix spreading the

same by sensor paver finishor and conslidation by vibrator

roller MORTH specification including cost of all materials, fuel

labours, tools and plant etc. using contractor won drum mix

plant etc. complete.

Providing and laying bituminous 50.00mm thick Bitumen

macadam with asphalt 60/70 for tack coat @ 2.5 kg./10 Smt.

in one or two layers considering 0.66 cum. per M.T. mix

materials with machine crused stone aggregates and Asphalt

grade VG-30 {60/70} for mixing @ 34.00 Kg./M.T. i.e. 3.4%

by total weight of the mix and including heating the

4 aggregates and asphalt by continuous batching of drum mix 158.00 3016.87 MT

plant and spreading the same by paver finisher and

consolidation with vibratory roller 80 to 100 KN static weight

including providing all materials, equipments, tools and plant,

oil, kerosene, firewood, labour charges etc. comp. using

contractor's own machineries, drum mix plant and paver

finisher etc. complete.

Providing & laying 20mm thick Mix Seal Surfacing using

stone chipping & aggregate as per M.O.T.&.H. specification &

asphalt grade VG-30 60/70 for mixing at the rate of

Kg./M.T i.e.5.09% of total weight of mix including heating

the aggregate & asphalt in continuous batching drum mix

5 plant & spreading the same by paver finisher & consolidation 66.00 4106.66 MT

with vibratory roller & flushing sand @ 0.30 Cum/100 Smt.

including providing all materials wquipments, tools & plants,

fire wood, oil, kerosene, labour charges etc. complete using

constractors own machinery drum mix plant & paver finisher

Providing & Applying Ashphalt pinting by spraying asphalt

/ 100 grade of 5.00 kg / 10 smt. & than spreading sand at a

6 rate 0.03 cmt / 10 smt. Including preparing surface heating 1430.00 70.70 Sq.Mt

asphalt etc. complete as directed

KHERALU NAGARPALIKA, KHERALU

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 cemend road shalll be

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

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.

Cat Eye / Road Stud / RPM: Supplying Raised Pavement

Markers made of polycarbonate and ABS moulded body and

reflective panels with Micro prismatic lens (No Glass bead

lens) capable of providing total internal reflection of the light

entering the lens face and shall support a load of 13635 kgs.

tested in accordance to ASTM D 4280 Type H and complying

to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 Ð DO III Dt 11.06. 1997. The height,

8 width and length shall not exceed 20 mm, 130 mm and 130 39.00 326.23 Each

mm and with minimum reflective area of 13 Sqcm on each

side and the slope to the base shall be 35 +/- 5 degree. The

body of the marker should having finger grip for easy and

accurate placement and application with epoxy / bituminous

Adhesive as recommended by the manufacturer of the

marker. The color of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

KHERALU NAGARPALIKA, KHERALU

Kheralu Nagarpalika, Kheralu

Name of Project :- Bid Documents for Construction work of Asphalt Road and R.C.C Road in Various Area,

at.Kheralu Nagarpalika, under SJMMSVY (UDP-88) (Year 2024-25) (Savings Amount), Dist:- Mehsana (2nd

Name of Work : Asphalt Road from Vrundawan Char Rasta Left Side Road, At.Kheralu

Sr. No. Item Qty. Rate Per Amount

Scarifying gravelled macadam or bitumen macadam surface

1 6 cm to 10 cm.depth including stacking useful materials on 3510.00 41.60 Sq.Mt

road side and disposing off remaining stuff.

Carting of debris, ruff kota stone, earth or any wastage

material on site including loading, unloaing within

municipality area as directed by engineer in charge (a)

Providing and laying Builtup spray grout base 37.50 mm thick

(Average) layer with Asphalt 60/70 for tack coat at the rate

of 2.5 kg./10 Sqm. With mehanical sprayer on B.T. surface

and using B.T. stone aggregates as per required gradation

with the asphalt of 60/70 grade at the rate of 1.99%

3 i.e.19.90 Kg./M.T. by weight by mix including heating and 264.00 2594.69 MT

mixing in drum mix plant, transporting the mix spreading the

same by sensor paver finishor and conslidation by vibrator

roller MORTH specification including cost of all materials, fuel

labours, tools and plant etc. using contractor won drum mix

plant etc. complete.

Providing and laying bituminous 50.00mm thick Bitumen

macadam with asphalt 60/70 for tack coat @ 2.5 kg./10 Smt.

in one or two layers considering 0.66 cum. per M.T. mix

materials with machine crused stone aggregates and Asphalt

grade VG-30 {60/70} for mixing @ 34.00 Kg./M.T. i.e. 3.4%

by total weight of the mix and including heating the

4 aggregates and asphalt by continuous batching of drum mix 387.00 3016.87 MT

plant and spreading the same by paver finisher and

consolidation with vibratory roller 80 to 100 KN static weight

including providing all materials, equipments, tools and plant,

oil, kerosene, firewood, labour charges etc. comp. using

contractor's own machineries, drum mix plant and paver

finisher etc. complete.

Providing & laying 20mm thick Mix Seal Surfacing using

stone chipping & aggregate as per M.O.T.&.H. specification &

asphalt grade VG-30 60/70 for mixing at the rate of

Kg./M.T i.e.5.09% of total weight of mix including heating

the aggregate & asphalt in continuous batching drum mix

5 plant & spreading the same by paver finisher & consolidation 162.00 4106.66 MT

with vibratory roller & flushing sand @ 0.30 Cum/100 Smt.

including providing all materials wquipments, tools & plants,

fire wood, oil, kerosene, labour charges etc. complete using

constractors own machinery drum mix plant & paver finisher

Providing & Applying Ashphalt pinting by spraying asphalt

/ 100 grade of 5.00 kg / 10 smt. & than spreading sand at a

6 rate 0.03 cmt / 10 smt. Including preparing surface heating 3510.00 70.70 Sq.Mt

asphalt etc. complete as directed

KHERALU NAGARPALIKA, KHERALU

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 cemend road shalll be

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

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.

Cat Eye / Road Stud / RPM: Supplying Raised Pavement

Markers made of polycarbonate and ABS moulded body and

reflective panels with Micro prismatic lens (No Glass bead

lens) capable of providing total internal reflection of the light

entering the lens face and shall support a load of 13635 kgs.

tested in accordance to ASTM D 4280 Type H and complying

to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 Ð DO III Dt 11.06. 1997. The height,

8 width and length shall not exceed 20 mm, 130 mm and 130 179.00 326.23 Each

mm and with minimum reflective area of 13 Sqcm on each

side and the slope to the base shall be 35 +/- 5 degree. The

body of the marker should having finger grip for easy and

accurate placement and application with epoxy / bituminous

Adhesive as recommended by the manufacturer of the

marker. The color of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

KHERALU NAGARPALIKA, KHERALU

Kheralu Nagarpalika, Kheralu

Name of Project :- Bid Documents for Construction work of Asphalt Road and R.C.C Road in Various Area,

at.Kheralu Nagarpalika, under SJMMSVY (UDP-88) (Year 2024-25) (Savings Amount), Dist:- Mehsana (2nd

Name of Work : Asphalt Road from Vrundawan Char Rasta Right Side Road, At.Kheralu

Sr. No. Item Qty. Rate Per Amount

Scarifying gravelled macadam or bitumen macadam surface

1 6 cm to 10 cm.depth including stacking useful materials on 3510.00 41.60 Sq.Mt

road side and disposing off remaining stuff.

Carting of debris, ruff kota stone, earth or any wastage

material on site including loading, unloaing within

municipality area as directed by engineer in charge (a)

Providing and laying Builtup spray grout base 37.50 mm thick

(Average) layer with Asphalt 60/70 for tack coat at the rate

of 2.5 kg./10 Sqm. With mehanical sprayer on B.T. surface

and using B.T. stone aggregates as per required gradation

with the asphalt of 60/70 grade at the rate of 1.99%

3 i.e.19.90 Kg./M.T. by weight by mix including heating and 264.00 2594.69 MT

mixing in drum mix plant, transporting the mix spreading the

same by sensor paver finishor and conslidation by vibrator

roller MORTH specification including cost of all materials, fuel

labours, tools and plant etc. using contractor won drum mix

plant etc. complete.

Providing and laying bituminous 50.00mm thick Bitumen

macadam with asphalt 60/70 for tack coat @ 2.5 kg./10 Smt.

in one or two layers considering 0.66 cum. per M.T. mix

materials with machine crused stone aggregates and Asphalt

grade VG-30 {60/70} for mixing @ 34.00 Kg./M.T. i.e. 3.4%

by total weight of the mix and including heating the

4 aggregates and asphalt by continuous batching of drum mix 387.00 3016.87 MT

plant and spreading the same by paver finisher and

consolidation with vibratory roller 80 to 100 KN static weight

including providing all materials, equipments, tools and plant,

oil, kerosene, firewood, labour charges etc. comp. using

contractor's own machineries, drum mix plant and paver

finisher etc. complete.

Providing & laying 20mm thick Mix Seal Surfacing using

stone chipping & aggregate as per M.O.T.&.H. specification &

asphalt grade VG-30 60/70 for mixing at the rate of

Kg./M.T i.e.5.09% of total weight of mix including heating

the aggregate & asphalt in continuous batching drum mix

5 plant & spreading the same by paver finisher & consolidation 162.00 4106.66 MT

with vibratory roller & flushing sand @ 0.30 Cum/100 Smt.

including providing all materials wquipments, tools & plants,

fire wood, oil, kerosene, labour charges etc. complete using

constractors own machinery drum mix plant & paver finisher

Providing & Applying Ashphalt pinting by spraying asphalt

/ 100 grade of 5.00 kg / 10 smt. & than spreading sand at a

6 rate 0.03 cmt / 10 smt. Including preparing surface heating 3510.00 70.70 Sq.Mt

asphalt etc. complete as directed

KHERALU NAGARPALIKA, KHERALU

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 cemend road shalll be

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

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.

Cat Eye / Road Stud / RPM: Supplying Raised Pavement

Markers made of polycarbonate and ABS moulded body and

reflective panels with Micro prismatic lens (No Glass bead

lens) capable of providing total internal reflection of the light

entering the lens face and shall support a load of 13635 kgs.

tested in accordance to ASTM D 4280 Type H and complying

to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 Ð DO III Dt 11.06. 1997. The height,

8 width and length shall not exceed 20 mm, 130 mm and 130 179.00 326.23 Each

mm and with minimum reflective area of 13 Sqcm on each

side and the slope to the base shall be 35 +/- 5 degree. The

body of the marker should having finger grip for easy and

accurate placement and application with epoxy / bituminous

Adhesive as recommended by the manufacturer of the

marker. The color of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

KHERALU NAGARPALIKA, KHERALU

Kheralu Nagarpalika, Kheralu

Name of Project :- Bid Documents for Construction work of Asphalt Road and R.C.C Road in Various Area,

at.Kheralu Nagarpalika, under SJMMSVY (UDP-88) (Year 2024-25) (Savings Amount), Dist:- Mehsana (2nd

Name of Work : R.C.C. Road from Thakorvas to GEB Taraf, At.Kheralu

Sr. No. Item Qty. Rate Per Amount

Demolition and disposal of unserviceable materials with all

1 lead and lift. (i) Lime concrete. 252.00 622.36 Cu.mt

Box cutting the road surface to proper slope and camber for

making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead.

Carting of debris, ruff kota stone, earth or any wastage

material on site including loading, unloaing within

municipality area as directed by engineer in charge (a)

Providing and laying compacted W.B.M. 150mm thick of

machine crushed B.T.metal of size 45mm to 63mm with

4 using 20% stone screenings as filler grit and stone dust 126.00 1467.53 Cu.mt

including spreading, wateriang & consolidation by vibratory

roller etc. complete.

Providing, laying, spreading and compacting graded machine

crushed black stone aggregates to Wet Mix Macadam (WMM)

5 in layers including premixing the material with water to OMC 126.00 903.95 Cu.mt

in mechanically mix (Pug-mill) carriage of mix material by

tipper to site, laying

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

coarse sand : 6- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

7 reinforcement for reinforced concrete work in (A) 189.00 4183.15 Cu.mt

Foundations, footings, Base of columns and Mass concrete.

Providing Pre-moulded asphalt filler joints as per

drawings.(A) 12mm

Providing TMT Bar FE 500D reinforcement for R.C.C. work

9 including bending, binding and placing in position complete 3150.00 77.29 Kg.

upto floor two level

Labour charges for concreting with vacume dewatering

technique (Trimix or equivalent type) including loding,

unloading, carting, compaining complete with "C" channels as

10 per requirement and labour charges and providing & laying 1260.00 202.00 Sq.Mt

floor hardener chmical as per standard approved company as

directed by engineer-in-charge

Renovation of manhole by increasing the height at top

including cost of excavation, refitting of C.I. manhole frame

and cover curing etc. complete incl. all carting and providing

of materials which is required for the purpose (except

manhole frame and cover) For all type manhole by providing

R.C.C. 1:2:4 Partition walls with required reinforcement

25cm thick and circular opening with 500mm clear dia and

KHERALU NAGARPALIKA, KHERALU