Constructing Asphalt Road on Virsad minor Canal Ex Virol Distry Bet.Ch.0 to 9725 mt. under jurisdiction of Bhadran Irrigation Sub Division,Bhadran

Name of Work :- Surasamal main Drain near village Chalali

No. Sub Estimate Sub. Estimate-NO

Rate Unit Gross Amount

Excavation for foundation in all sorts of soil

including yellow sandy gravelly soils ,soft &

hard murrum etc. in dry condition including

depositing the excavated stuff in uniform

1 layers in banks or as and where directed 1501.00 1501.00 88.90 CM

etc. complete for lead upto 500 m and all lift.

(BY MACHINERY) - Including

Providing & Laying in position "NOMINAL

MIX" cement concrete using cement, sand

and crushed aggregate by mass and

machine mix for C.C./R.C.C work incl.

necessary formworks centering, scaffolding,

2 compaction by vibrator, curing as directed

with all lead & lift etc complete Without 118.00 118.00 3202.50 CM

Dewatering and excluding cost of steel

reinforcement. For Foundation concrete /

General purpose.C. C. Nominal Mix, M-10

Providing & Laying in position "DESIGN

MIX" cement concrete using cement sand

and crushed aggregate for C.C./ R.C.C

work by "FLORI" including necessary

formwork, centering, scaffolding,

compaction by vibrator, curing as directed

3 with all lead & lift etc complete without

dewatering and excluding the cost of steel 569.00 569.00 4061.00 CM

reinforcement.For Footing of column /

Abutment / Pier / Bottom slab of barrel /

Plinth course / Coping etc.Concrete grade

M-15 and MSA-20 mm

Recapitulation Sheet

Construction of Box V.R.B @ ch.10122 mtr on

Name of Work :- Surasamal main Drain near village Chalali

No. Sub Estimate Sub. Estimate-NO

Rate Unit Gross Amount

Providing & Laying in position "DESIGN

MIX" cement concrete using cement sand

and crushed aggregate for C.C./ R.C.C

work by "FLORI" including necessary

formwork, centering, scaffolding,

compaction by vibrator, curing as directed

4 with all lead & lift etc complete without

dewatering and excluding the cost of steel 231.00 231.00 5281.00 CM

reinforcement.For Column / Beam / Solid

Slab of Road Bridge / Barrel / Cutoff wall /

Approach Slab. etc. Concrete grade M-25

Providing & Laying in position "DESIGN

MIX" cement concrete using cement sand

and crushed aggregate for C.C./ R.C.C

work by Weigh batching and mixing

including necessary formwork, centering,

scaffolding, compaction by vibrator, curing

5 as directed with all lead & lift etc complete 14.00 14.00 5155.00 CM

without dewatering and excluding the cost

of steel reinforcement.For Kerb / Wearing

coat.Concrete grade M-25 and MSA -10 to

Providing & Laying in position "DESIGN

MIX" cement concrete using cement sand

and crushed aggregate for C.C./ R.C.C

work by Weigh batching and mixing

including necessary formwork, centering,

6 scaffolding, compaction by vibrator, curing

as directed with all lead & lift etc complete 4.00 4.00 7431.00 CM

without dewatering and excluding the cost

of steel reinforcement.For Perapet wall of

Road Bridge / Structure.Concrete grade M-

25 and MSA -10 to 20 mm

Recapitulation Sheet

Construction of Box V.R.B @ ch.10122 mtr on

Name of Work :- Surasamal main Drain near village Chalali

No. Sub Estimate Sub. Estimate-NO

Rate Unit Gross Amount

Providing & Placing in position

reinforcement bars including cutting,

7 bending, welding joints where necessary, 24.90 24.90 80569.50 MT

hooking etc. complete as per drawing for all

lead and lifts. TMT / CRS

Providing and fixing in position pre-moulded

8 asphalt or bitumen cork board of approved

quality and specifications as per design and 6.00 6.00 1371.00 Sq.mt

drawing.20 mm thickness

Providing and fixing in position P.V.C.

heavy duty water stops in barrels, troughs

and wing walls with 25 mm wide expansion

joint as shown in drawing including filling

9 the joints with asphalt pad or bitumen cork 41.00 41.00 670.70 meter

board of approved quality. (Asphalt pad or

bitumen cork board will be paid

seperatly)225 mm WIDE P.V.C. WATER

Providing and filling the polysulphide joint

sealent of the approved make in the

10 expansion and contraction joints in the c.c.

lining including clearing the joints with air

Providing and fixing 110 mm diameter

11 P.V.C..Pipe (6 kgf / sqcm) Water spout with 6.00 6.00 395.00 meter

necessary iron gratting as per design

Back filling the foundation trenches around

12 the structures etc with selected excavated

stuff including watering, ramming, 628.00 628.00 25.30 CM

compacting etc. complete. (By Machinery)

Providing and fixing in position 1.80 m high

above finished ground level canal data

boards of standard size 1.20m x 0.90m with

13 M.S. angle 40mm x 40mm x 6mm with 3mm

thick iron plate in 1:5:10 proportion concrete 1.00 1.00 3031.50 Nos

block size 40cm x 40cm x 75cm including

painting existing data on the board etc.

complete as directed.

Recapitulation Sheet

Construction of Box V.R.B @ ch.10122 mtr on

Name of Work :- Surasamal main Drain near village Chalali

No. Sub Estimate Sub. Estimate-NO

Rate Unit Gross Amount

Wall Painting (two Coats) with plastic

emulsion paint of approved brand &

manufacture on undecorated wall surface to

14 give an even shade including throughly 82.00 82.00 52.60 Sq.mt

brushing the surface free from mortar

dropping & other foreign matter & sand

papered smooth .

Supplying and laying mechanically

wovendouble twisated Hexagonal Zn+ PVC

coated boxwire mesh gabions Size 1m x 1m

x 0.50m filledwith 15 to 40 kg. trap rubble

stone (approximate 0.75) tone with mesh

15 size 10x12 cm includingpacking, interlocking

of stones & fusing top of gabion & tying to 188.00 188.00 1533.00 Nos

each other & laying to therequired line, level

slope with all leads & lifts as directed etc.

comp. (Considering lead of 45 km for rubble

Type:A, "W" Metal Beam Crash Barrier

(Providing and erecting a "W" metal beam

crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm

above road/ ground level, fixed on ISMC

series channel vertical post, 150 mm x

mm x 5 mm spaced 2 m centre to centre,

16 1.8 m high, 1.1 m below ground/ road level,

all steel parts and fitments to be galvanised 40.00 40.00 3421.88 meter

by hot dip process, all fittings to conform to

IS:1367 and IS:1364, metal beam rail to be

fixed on the vertical post with a spacer of

channel section 150 mm x 75 mm x 5 mm,

330 mm complete as per clause 811)

Recapitulation Sheet

Construction of Box V.R.B @ ch.10122 mtr on

Name of Work :- Surasamal main Drain near village Chalali

No. Sub Estimate Sub. Estimate-NO

Rate Unit Gross Amount

Dismantling the R.C.C. work and disposing

off the stuff including stacking of the useful

17 materials etc. complete as directed.Light 43.00 43.00 1223.90 CM

Reinforcement ( Main bar upto 16 mm. dia. )

Dismantling the existing brick masonry

including sorting out and stacking the useful

18 material and removing the debries and

making good the damages etc. complete as 93.00 93.00 530.30 CM

directed. In Cement Mortar

Providing temporary all weather and fair

weather diversion suitable for traffic during

the construction period of the structure

19 including providing necessary drain

diversion and all safty measures including

red lamps/ signals at night for traffic etc.

Executive Engineer Deputy Executive Engineer

Nadiad Irrigation Division Drainage Sub-Division

Name of Constructing R.C.C.Box Type Barrel in place of existing VRB on Varios Chainage of Pariaj & Gada Sinjivada Main Drain (4 Nos)

Item No. Item of work Unit Qty Rate (Rs.)

Excavation for foundation in all sorts of soil including yellow sandy gravelly soils ,soft

1 & hard murrum etc. in dry condition including depositing the excavated stuff in CM 1501.00 88.90 78.23

uniform layers in banks or as and where directed etc. complete for lead upto 500 m

and all lift. (BY MACHINERY) - Including dewatering.

2 CM Err:509 Err:509 Err:509 Err:509

Providing & Laying in position "NOMINAL MIX" cement concrete using cement, sand

and crushed aggregate by mass and machine mix for C.C./R.C.C work incl. necessary

formworks centering, scaffolding, compaction by vibrator, curing as directed with all

3 lead & lift etc complete Without Dewatering and excluding cost of steel CM 118.00 3202.50 2818.20

reinforcement. For Foundation concrete / General purpose.C. C. Nominal Mix, M-10

Providing & Laying in position "DESIGN MIX" cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work by "FLORI" including necessary formwork,

centering, scaffolding, compaction by vibrator, curing as directed with all lead & lift

etc complete without dewatering and excluding the cost of steel reinforcement.For

Footing of column / Abutment / Pier / Bottom slab of barrel / Plinth course / Coping

etc.Concrete grade M-15 and MSA-20 mm

Providing & Laying in position "DESIGN MIX" cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work by "FLORI" including necessary formwork,

centering, scaffolding, compaction by vibrator, curing as directed with all lead & lift

etc complete without dewatering and excluding the cost of steel reinforcement.For

Column / Beam / Solid Slab of Road Bridge / Barrel / Cutoff wall / Approach Slab. etc.

Concrete grade M-25 and MSA-20 mm

Providing & Laying in position "DESIGN MIX" cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work by Weigh batching and mixing including

necessary formwork, centering, scaffolding, compaction by vibrator, curing as

directed with all lead & lift etc complete without dewatering and excluding the cost

of steel reinforcement.For Kerb / Wearing coat.Concrete grade M-25 and MSA -10 to

Name of Constructing R.C.C.Box Type Barrel in place of existing VRB on Varios Chainage of Pariaj & Gada Sinjivada Main Drain (4 Nos)

Item No. Item of work Unit Qty Rate (Rs.)

Providing & Laying in position "DESIGN MIX" cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work by Weigh batching and mixing including

necessary formwork, centering, scaffolding, compaction by vibrator, curing as

4d directed with all lead & lift etc complete without dewatering and excluding the cost CM 4.00 7431.00 6539.28

of steel reinforcement.For Perapet wall of Road Bridge / Structure.Concrete grade M-

25 and MSA -10 to 20 mm

5 Err:509 meter Err:509 Err:509 Err:509 Err:509

Providing & Placing in position reinforcement bars including cutting, bending, welding

6 joints where necessary, hooking etc. complete as per drawing for all lead and lifts. MT 24.90 80569.50 70901.16

Providing and fixing in position pre-moulded asphalt or bitumen cork board of

approved quality and specifications as per design and drawing.20 mm thickness

Providing and fixing in position P.V.C. heavy duty water stops in barrels, troughs and

wing walls with 25 mm wide expansion joint as shown in drawing including filling the

8 joints with asphalt pad or bitumen cork board of approved quality. (Asphalt pad or meter 41.00 670.70 590.22

bitumen cork board will be paid seperatly)225 mm WIDE P.V.C. WATER STOP

Providing and filling the polysulphide joint sealent of the approved make in the

9 expansion and contraction joints in the c.c. lining including clearing the joints with air meter 81.00 144.30 126.98

Back filling the foundation trenches around the structures etc with selected

10 excavated stuff including watering, ramming, compacting etc. complete. (By CM 628.00 25.30 22.26

Providing and fixing in position 1.80 m high above finished ground level canal data

boards of standard size 1.20m x 0.90m with M.S. angle 40mm x 40mm x 6mm with

11 3mm thick iron plate in 1:5:10 proportion concrete block size 40cm x 40cm x 75cm Nos 1.00 3031.50 2667.72

including painting existing data on the board etc. complete as directed.

Wall Painting (two Coats) with plastic emulsion paint of approved brand &

manufacture on undecorated wall surface to give an even shade including throughly

brushing the surface free from mortar dropping & other foreign matter & sand

papered smooth .

13 Err:509 Nos Err:509 Err:509 Err:509 Err:509

Name of Constructing R.C.C.Box Type Barrel in place of existing VRB on Varios Chainage of Pariaj & Gada Sinjivada Main Drain (4 Nos)

Item No. Item of work Unit Qty Rate (Rs.)

Providing and fixing 110 mm diameter P.V.C..Pipe (6 kgf / sqcm) Water spout with

necessary iron gratting as per design

Type:A, "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam

crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm

above road/ ground level, fixed on ISMC series channel vertical post, 150 mm x

mm x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/ road level,

all steel parts and fitments to be galvanised by hot dip process, all fittings to conform

to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer

of channel section 150 mm x 75 mm x 5 mm, 330 mm complete as per clause 811)

Dismantling the R.C.C. work and disposing off the stuff including stacking of the useful

16 materials etc. complete as directed.Light Reinforcement ( Main bar upto 16 mm. dia. ) CM 43.00 1223.90 1077.03

Dismantling the existing brick masonry including sorting out and stacking the useful

17 material and removing the debries and making good the damages etc. complete as CM 93.00 530.30 466.66

directed. In Cement Mortar

18 Err:509 meter Err:509 Err:509 Err:509 Err:509

Providing temporary all weather and fair weather diversion suitable for traffic during

the construction period of the structure including providing necessary drain diversion

and all safty measures including red lamps/ signals at night for traffic etc. comp.

19b Err:509 meter Err:509 Err:509 Err:509 Err:509

19c Err:509 meter Err:509 Err:509 Err:509 Err:509

19d Err:509 meter Err:509 Err:509 Err:509 Err:509

Total W/O GST Err:509

Executive Engineer Deputy Executive Engineer

Nadiad Irrigation Division Drainage Sub-Division

BILL OF QAUANTITIES

Name of Constructing Asphalt Road on Virsad Minor Canal Ex. Virol Distry Between Ch. 0.00 To 9725.00 Mt. Under Juridiction of

Work : Bhadran Irrigation Sub divison,Borsad

Item No. Description of Item Qty Unit Rate(Rs.) Amount (Rs.)

Clearing the shrubs, like akadas, weeds and other vegetables including depositing the

1 (a) same outside and burning etc. complete from canal bed, top and both slopes of the banks, 1.862 KM 5776.00

for canal with discharge. (a) For Canals Below 20 Cusec.

Clearing the shrubs, like akadas, weeds and other vegetables including depositing the

1 (b) same outside and burning etc. complete from canal bed, top and both slopes of the banks, 7.810 KM 8664.00

for canal with discharge. (b) For Canals Between 21 to 250 Cusec.

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

2 including removing the excavated stuff and depositing on the road side slope as directed 9005.00 Cum 109.41

upto 50Mt.lead.

Earth work in embankment using selected soil, soft & hard murrum excavated from

approved borrow area / village tanks etc. Including conveying, spreading in uniform

layers, breaking clods and dressing to the designed canal section etc. with lead upto 500m

and all lifts (for canals having capacity up to 300 Cusec) ( By Machinery )

Rolling and consolidation of soling including filling in depression which occur during the

process, with power roler 8 tonne to 12 tonne

Providing, laying, spreading and compacting stone aggregates of 40 to 63 mm sizes for

water bound macadam (W.B.M) specification including spreading in uniform thickness,

hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and

camber, applying and brooming, stone screening/binding materials to fill-up the

interstices of coarse aggregate, watering and compacting to the required density grading as

per Technical Specification.By Machinary Means.(Grading As per IRC-019-2005)

Providing, laying, spreading and compacting stone aggregates of 20 to 40 mm sizes for

water bound macadam (W.B.M) specificationincludingspreading in uniform thickness,

hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and

6 camber, applying and brooming, stone screening/binding materials to fill-up the 4503.00 Cum 2854.00

interstices ofcoarse aggregate, watering and compacting to the required density grading as

per Technical Specification.By Machinary Means.(Grading As per IRC-019-2005)

Providing and laying Builtup spray grout base 37.50 mm thick in Single layer using

asphalt grade VG 30 for tackcoat on WBM surface @ 4.00 kg / 10 smt, and using B.T.

stone aggregates as per MORT & H gradation and specification with the asphalt of VG-30

grade at the rate of 1.99% i.e.19.90 Kg./M.T. including heating and mixing asphalt and

aggregate by continuous drum mix plant, transporting the mix, and spreading the same by

paver finisher and consolidation by vibrator roller of 80 to 100 KN Static WT including cost

of all materials, fuel, labours, tools and plant etc using contractor's own machinaries etc.

BILL OF QAUANTITIES

Name of Constructing Asphalt Road on Virsad Minor Canal Ex. Virol Distry Between Ch. 0.00 To 9725.00 Mt. Under Juridiction of

Work : Bhadran Irrigation Sub divison,Borsad

Item No. Description of Item Qty Unit Rate(Rs.) Amount (Rs.)

Providing, laying and rolling of 25mm thick VG-30 open graded premix bituminous carpet

with B.T. aggregate as specified and using bitumen VG-30 for tack coat at the rate of

kg/ 10sqm on BT .( As per IRC-16)and using bitumen VG-30 for mixing with aggregate at

the rate of 3.36% i.e.33.60 Kg/M.T. of total mix including heating and mixing in drum

mixpant, spreading the same with paver finisher and consolidation withvibratory roller

includng necessary firewood, oil lubricants, labour,charges etc. using equipment, tool etc

completed in accordance with the requirement of specification (Considering 0.66 cmt/MT

qty. for Aggregate.)

Providing and laying 18 mm thick seal coat with B.T. aggregate as specified using

aggregate at the rate of 0.66 cum / 1 MT. and bitumen VG-30 for mixing with aggregate at

the rate of 4.5% i.e. 45.00 kg/ M.T. of total mixing lucluding heating and mixing heating

and mixing in drum mix plantand spreading the same by paver finisher and consolidation

with vibratory roller including necessary using contractor's own drum mixplant,

9 machineries and equipment, tools etc. complete in accordance with the requirement of 1243.00 MT 4506.00

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash

barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above

road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced

10 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments 252.00 Meter 3321.00

to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal

beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm,

330 mm long complete as per clause 811)

Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium

sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated

with phospheting process & acid etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint ;reflectorised with retro refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron

angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality epoxy

coatings in black andwhite bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x

45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision

of engineer in charge.(A) Engineer Grade(VR)

BILL OF QAUANTITIES

Name of Constructing Asphalt Road on Virsad Minor Canal Ex. Virol Distry Between Ch. 0.00 To 9725.00 Mt. Under Juridiction of

Work : Bhadran Irrigation Sub divison,Borsad

Item No. Description of Item Qty Unit Rate(Rs.) Amount (Rs.)

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/

12 edge line/cut patta. The white color marking should provide liminance coefficinet on 1458.75 Sqmt 367.72

cemend road shalll be min 130 mcd/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

Providing Drone Videography Before, Ongoing and After Construction of Work As Per

Instruction of Engineer Incharge.

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 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.

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

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

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC 10/2017 Cement Consumption /

16/CDate:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of

4 cement consumption have been deducted from the rate i.e. 5483.37/MT of original item at the rate of input rate mentioned in all the tender.

Signature of contractor Deputy Executive Engineer Divisional Accountant

Bhadran Irrigation Sub Division Anand Irrigation Division

Price Adjustment Statement

Name of Work Constructing Asphalt Road on Virsad Minor Canal Ex. Virol Distry Between Ch. 0.00 To 9725.00 Mt. Under Juridiction of Bhadran Irrigation Sub divison,Borsad

Brake up of Rate Brack Up Amount

Item Without GST Plant &

Item of work but may be Unit Amount (Rs.) Other Plant & Net Amount

No. Rate (Rs.) Labour Cement Steel Bitumen POL Machinery Labour Cement Steel Bitumen POL Other Material

more or less Material Machinery Spares

Clearing the shrubs, like akadas, weeds

and other vegetables including

depositing the same outside and

top and both slopes of the banks, for

canal with discharge. (a) For Canals

Below 20 Cusec.

Clearing the shrubs, like akadas, weeds

and other vegetables including

depositing the same outside and

top and both slopes of the banks, for

canal with discharge. (b) For Canals

Between 21 to 250 Cusec.

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

Earth work in embankment using

selected soil, soft & hard murrum

excavated from approved borrow area /

village tanks etc. Including conveying,

clods and dressing to the designed canal

section etc. with lead upto 500m and all

lifts (for canals having capacity up to

300 Cusec) ( By Machinery )

Rolling and consolidation of soling

including filling in depression which

occur during the process, with power

roler 8 tonne to 12 tonne

Providing, laying, spreading and

compacting stone aggregates of 40 to

mm sizes for water bound macadam

(W.B.M) specification including

spreading in uniform thickness, hand

packing, rolling with smooth wheel

roller 80-100 kN in stages to proper

brooming, stone screening/binding

materials to fill-up the interstices of

coarse aggregate, watering and

compacting to the required density

grading as per Technical

Specification.By Machinary Means.

(Grading As per IRC-019-2005)

Providing, laying, spreading and

compacting stone aggregates of 20 to

mm sizes for water bound macadam

(W.B.M) specificationincludingspreading

in uniform thickness, hand packing,

rolling with smooth wheel roller 80-100

kN in stages to proper grade and

screening/binding materials to fill-up

the interstices ofcoarse aggregate,

watering and compacting to the required

density grading as per Technical

Specification.By Machinary Means.

(Grading As per IRC-019-2005)

Providing and laying Builtup spray grout

base 37.50 mm thick in Single layer

using asphalt grade VG 30 for tackcoat

on WBM surface @ 4.00 kg / 10 smt,

and using B.T. stone aggregates as per

MORT & H gradation and specification

with the asphalt of VG-30 grade at the

rate of 1.99% i.e.19.90 Kg./M.T.

and aggregate by continuous drum mix

plant, transporting the mix, and

spreading the same by paver finisher

and consolidation by vibrator roller of

80 to 100 KN Static WT including cost of

all materials, fuel, labours, tools and

plant etc using contractor's own

machinaries etc. complete.

Providing, laying and rolling of 25mm

thick VG-30 open graded premix

bituminous carpet with B.T. aggregate

as specified and using bitumen VG-30

for tack coat at the rate of 3.50 kg/

10sqm on BT .( As per IRC-16)and using

bitumen VG-30 for mixing with

aggregate at the rate of 3.36% i.e.33.60

Kg/M.T. of total mix including heating

and mixing in drum mixpant, spreading

the same with paver finisher and

consolidation withvibratory roller

includng necessary firewood, oil

lubricants, labour,charges etc. using

equipment, tool etc completed in

accordance with the requirement of

specification (Considering 0.66 cmt/MT

qty. for Aggregate.)

Providing and laying 18 mm thick seal

coat with B.T. aggregate as specified

using aggregate at the rate of

cum / 1 MT. and bitumen VG-30 for

mixing with aggregate at the rate of

4.5% i.e. 45.00 kg/ M.T. of total mixing

lucluding heating and mixing heating

spreading the same by paver finisher

and consolidation with vibratory roller

including necessary using contractor's

own drum mixplant, machineries and

equipment, tools etc. complete in

accordance with the requirement of

Type - A, "W" : Metal Beam Crash

Barrier (Providing and erecting a W

metal beam crash barrier comprising of

3 mm thick corrugated sheet metal

beam rail, 70 cm above road/ground

level, fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm spaced

m centre to centre, 1.8 m high, 1.1 m

below ground/road level, all steel parts

and fitments to be galvanised by hot dip

process, all fittings to conform to

IS:1367 and IS:1364, metal beam rail to

be fixed on the vertical post with a

spacer of channel section 150 x 75 x

mm, 330 mm long complete as per

Cautionary Warning Sign :-Providing

and fixing sing boards made out of 2mm

aluminium sheet; size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC-

67-1977. Pre treated with phospheting

process & acid etching; coated with one

coat of epoxy primer and two coats of

best quality epoxy paint ;reflectorised

with retro refiectivesheeting as per

latest M.O.S.T.Specifications; 3.1m long

stand postand frame fabricated from

3mm, 75 x 75 x 6mm as required;

painted with bestquality epoxy coatings

in black andwhite bends. The details of

symbol foreach board shall be as per

theinstruction of engineer in charge.

The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing

etc.complete under the supervision of

engineer in charge.(A) Engineer

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

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 Drone Videography Before,

As Per Instruction of Engineer Incharge.

Deputy Executive Engineer Executive Engineer

Bhadran Irrigation Sub Division Anand Irrigation Division

Steel Requirement Statement

Sr No. Item No. Description of Item Qty. Unit

Deputy Exectutive Engineer Exectutive Engineer

Mahudha Irrigation Sub Division Shedhi Irrigation Division