Road

Name of Work :- Construction of Various Road in Dascroi Taluka Under SCSP Yojana

Ta.Dascroi Dist. Ahmedabad Package No. MMGSY/SCSP/21 (2026-2027)

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Item Description of Item (with brief specification

Quantity Unit In Amount

No and reference to book of specifications)

1 Item No. - 1 Clearing and grubbing road land 1.540 Hect. 28393.04

including uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to 300 mm

removal of stumps of trees cut earlier and disposal

of unserviceable materials (C) By mechanical means

in area of light jungle

2 Item no.-2 Earth work for embankment including 4036.00 Cmt 126.68

breaking clods dressing with all lead & lift

(including watering rolling and consolidation of

subgrade in layers including filling the depressions

which occur durring the process using vibratory

roller with 80 to 100 KN Static Weight (A) From

borrow area with in lead & lift

3 Item no- 3 Scarifying gravelled macadam or 6750.00 Smt 39.62

bitumen macadam surface 6 cm to 10 cm.depth

including stacking useful materials on road side and

disposing off remaining stuff.

4 Item no. 4 Providing laying spreading and 1132.00 Cmt 1804.14

compacting stone aggregates of specific sizes to

water bound macadam specification incl.

spreading in uniform thickness, hand packing

rolling with vibratory roller 80-100 KN static

Weight to proper grade and camber, applying

and brooming, stone screening materials to fill-

up the interstices of coarse aggregate watering

and compacting etc. complete as per

Specification. Grade–II(45 to 63 mm size M.C.

.T.Metal) 75mm compacted thickness (Two

5 Item no. 5 Providing and laying 37.50 mm. thick 580.00 MT 3327.50

bituminous grout base course with of Asphalt VG-

30 for tack coat at the rate of 4.00 Kg/10 Smt on

WBM using B.T. stone Aggregate as per required

gradation with asphalt of VG-30 grade at the rate of

1.99 % i.e. 19.90 Kg/ M.T. by Weight by mix Using

continuous batching DMP transporting the mix

spreading the same by paver finisher and

consolidation by vibratory roller 80 to 100 KN Static

Weight as per MORT & H specification including

cost of all materials fuel, labours, tools and plant etc

using contractors own drum mix plant etc. compl.

6 Item no. 6 Providing and laying 37.50 mm. thick 635.000 MT 3168.21

bituminous grout base course with of Asphalt VG-

30 for tack coat at the rate of 2.50 Kg/10 Smt on

WBM using B.T. stone Aggregate as per required

gradation with asphalt of VG-30 grade at the rate of

1.99 % i.e. 19.90 Kg/ M.T. by Weight by mix Using

continuous batching DMP transporting the mix

spreading the same by paver finisher and

consolidation by vibratory roller 80 to 100 KN Static

Weight as per MORT & H specification including

cost of all materials fuel, labours, tools and plant etc

using contractors own drum mix plant etc. compl.

7 Item No.7 Providing & laying 37.50 mm thick 1273.00 MT 4198.08

Compacated Bituminous macadam with of

Asphalt VG-30 for tack coat at the rate @

Kg / 10 Smt on B.T. Surface Using B.T. Stone

agg. As per required gradation with asphalt of

VG – 30 at the rate of 3.40 % i.e. 34.00 Kg/ M.T.

by Weight mix including heating & mixing in

drum mix plant transporting the mix spreading

the same by paver finisher and consolidation by

vibratory roller as per MORT &H specification

including cost of all materials fuel. Labours,

tools and plant etc. using contractor own drum

mix plant etc. complete

8 Item No. 8 Providing & laying 20 mm thick mix 710.00 MT 5234.40

seal surface using specified graded machine

crushed agg. With VG-30 grade bitumen at the

rate of 5.1 % i.e. 51.0 Kg/ MT by weight mix

incl.. heating & mixing in drum mix plant

transporting the mix spreading the same by

paver finisher and consolidation by vibratory

roller as per MORT & H specification incl. cost

of all materials fuel, labour, tools and plant etc.

comp. and flushind sand @ rate of 0.30 cmt /

9 Item no. 9 Providing and fixing ordinary 4.00 No. 704.33

kilometer stone of precast C.C. 1:2:4 including

necessary reinforcement as per IRC type desing

in C.C. 1:4:8 incl. leter and paints etc. comp.`

10 Item no. 10 Providing & fixing hectometer as 32.00 No. 356.50

per IRC type design incl. painting lettering etc.

comp. (ii) Fixing in C.C. 1:5:10

11 Item No- 11 Providing & fixing Indicator stone 258.00 No. 102.85

as per IRC type design incl. white washing (i)

fixing in earth.

12 Item no. 12 Providing and fixing guard stone of 60.00 No. 349.11

pre cast in situ in CCM 150 including necessary

reinforcement and oil painting as per drawing

and fixding in C.C. 1:4:8 etc. complete

13 Item no. 13 Providing & Fixing Junction sign 4.00 No. 14831.65

board made of 4mm ACP sheet size 120x90 cms

rectangular with message on both side of the

Board, as per the design of IRC, pretreated with

Phosphetic process & acid etching with one

coat of epoxy primer and two coats of best

quality epoxy paint, Front side reflectorised with

High Intensity Micro Prismatic Grade Type-IV

retro reflective sheeting as per the IRC-67 and

latest MOST specifications and back side

message / lettering shall be painted with ready

mixed synthetic enamel paints of superior

quality in required shade and color as specified

mounted on 2 Nos. of 3.1mt long stand post of

iron angle 50x50x6mm and frame fabricated

from suitable MS Angle of 40x40x3mm as

required, painted with best quality epoxy coating

in black and white bends. The details of the

letters /symbols for board shall be as per the

instruction of engineer in chage. The fixing at

site shall be in 1:2:4 CC block of size

45x45x60cms for each leg, including

excavation,, curing etc. complete under the

supervision of Engineer in charge.

14 Item no. 14 Providing & Fixing Village 4.00 No. 4842.24

Name sign board having both side covered

with 4mm ACP sheet size 60x45 cms

rectangular with message as per the design,

pretreated with Phosphetic process & acid

etching with one coat of epoxy primer and

two coats of best quality epoxy paint,

reflectorised with High Intensity Micro

Prismatic Grade Type-IV retro reflective

sheeting as per the IRC 67 and latest MOST

specifications, 3.1mt long stand post of iron

angle 75x75x6mm and frame fabricated

from suitable Square Hollow Section of

40x40x2.6mm, as required, painted with best

quality epoxy coating in black and white

bends. The details of the letters /symbols for

board shall be screen printed on both the side

of the board with approved color as per

design and as directed by manufacturer of the

retro reflective sheeting and instructions of

engineer in chage. The fixing at site shall be

in 1:2:4 CC block of size 45x45x60cms,

including excavation,, curing etc. complete

under the supervision of Engineer in charge.

15 Item No- 15 Cautionary / Warning Sign :-Providing 12.00 No. 3342.17

and fixing sign boards made out of 4mm ACP

(Aluminum composite Panel); size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC-67-2012.

Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats

of best quality epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro reflective sheeting of

Type-4 as per ASTM D-4956 and latest MORD

Specifications; 3.1mtr long stand post of Iron Angle

75 x 75 x 6mm as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted

with best quality epoxy coatings in black and white

bends. The details of symbol for each board shall be

as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC block of size 45 x

45 x 60 Cms. for each leg including excavation,

curing etc. complete under the supervision of

engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer

shall be submitted by contractor. (A) Class-B High

intensity Grade Retro Reflective sheeting

16 Item No- 16 MMGSY "LOGO" Board : Providing 2.00 No. 4861.05

and fixing of MMGSY LOGO informatory sign board

with Logo as per section 1700 of MORD specifications

and drawing. The board will be a composite unit

consisting of Two Plates of ACM (Aluminum

Composite Material), material specifications as per

clause 17001.3. The top most plate will be of 3mm ACP

in diamond shape of 600x600mm size, riveted with MS

angle iron frame of 25mmx25mmx5mm size on back on

edges. The Lower plate will be of 4mm ACP of

1100x300mm size riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. Riveting of

all the sheets over angle and flat iron frame will be done

neatly to have plain surface on one side. The angle iron

frame of Both the plates will be welded to a 75mm

x75mmx6mm Mild steel post at Centre and this post

will be embeded in cement concrete M15 grade

block of 450x450x600mm below ground level. The

height of the bottom of the lower plate will be

1200mm from normal ground level. The spacing

between the diamond shaped plate and Lower Plate

is kept 150mm. MMGSY logo, letters and numerals

on the ACM should be made up of Retro Reflective

sheeting of Type-1 AEGP Class-A grade as per the

latest MORD section 1700 and IRC 67-2012

specifications. Al the section of the frame and posts

shall be painted with primer and two coats of epoxy

paint. The design, painting and lettering shall be

done as per the MMGSY Logo sign Design and as

directed by Engineer in-charge. A warranty for

years for the Retro reflective sheeting for Type-1

Class-A from original manufacturer shall be

submitted by contractor.

17 Item No- 17 MMGSY Project Information 2.00 No. 11190.32

Board: Providing and fixing of typical PMGSY

Project informatory sign board with Logo as per

1700 of MORD specifications and drawing. The

board will be a composite unit consisting of

Three Plates ACM (Aluminum Composite

Material), material specificaitons as per clause

17001.3. The top most plate will be of 3mm

ACM in diamond shape of 600x600mm size,

riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. The

middle 4mm ACM plate of will be

1200x150mm size riveted with MS angle iron

frame of 25mmx25mmx5mm size on back on

edges. The main 4mm ACM lower most plate

will be 1500mmx600mm size, riveted with MS

angle iron frame of 25mmx25mmx5mm size.

Riveting of all the sheets over angle and flat iron

frame will be done neatly to have plain surface

on one side. The angle iron frame of lower most

plate and flat iron frame of the middle plate will

be welded to two nos. 75mm x75mm (12 SWG)

sheet tubes posts placed at 1125mm apart centre

to centre. the top of the middle plate will be

flushed with the top of 75mm dia medium steel

tube posts and these posts will be embeded in

cement concrete M15 grade block of

450x450x600mm below ground level. The

height of the bottom of the lower plate will be

1200mm from normal ground level and the

bottom of the middle plate will be 100mm above

the top level of the lower most plate. the diamond

shaped plate mounted over flat angle iron frame will

be connected to middle plate by square steel section

of 47mmx47mm, thickness 12SWG having a

spacing of 100mm between the diamond shaped

plate and middle plate and this square section will be

riveted to the bottom point of the diamond shaped

plate. MMGSY logo, letters and numerals on the

ACM should be made up of Retro Reflective

sheeting of Type-1 AEGP Class-A grade as per the

latest MORD section 1700 and IRC 67-2012

specifications. Al the section of the frame and posts

shall be painted with primer and two coats of epoxy

paint. The design, painting and lettering shall be

done as per the MMGSY Signage Guide and as

directed by Engineer-In-charge. . A warranty for

5 years for the Retro reflective sheeting for

Class-A respectively, from original

manufacturer shall be submitted by contractor.

18 Item no- 18 Citizen' s information Board- 2.00 No. 10831.31

Providing and fixing of typical MMGSY

information board as per instruction. Two ACP

sheets of 3 mm thick, of 900 mm x 750mm size

fixed at top & bottom duly rivetted with MS

angles of 25 x 25 x 5 mm thick M.S angle shall

be welded by two vertical M.S angle of 5 mm

thick to 75 mm x 75 mm of 12 SWG square

tubes posts duly embedded in cement concrete

M-15 grade blocks of 600mm x 600mm x

75mm, below ground level. The letters & figure

of any shade reflectorised with High Intensity

Prismatic Grade Retro Reflective Sheeting of

Type-4 as per ASTM D-4956 and latest MORD

specifications; All sections of framed posts and

steel tube will be painted with primer and two

coats of epoxy paints as per drawing Clause

1701 and Annexure 1700.1 (10.16). (A) Class-B

High intensity Grade Retro Reflective sheeting

19 Item No – 19 Road Marking with hot applied 800.00 Smt 367.72

Thermoplastic compound with reffectorising

glass beads on bituminous surface. Providing &

laying of hot applied thermoplastic copound

mm thic including reffectorising glass beads @

250 gms per sqmt area thickness of 2.5 mm is

exclusive of surface applied glass beads as per

IRC 35. The finished surface to be level uniform

and free from streaks and holes.

20 Item no. 20 Type - A, "W" : Metal Beam 100.00 Rmt 3468.34

Crash Barrier (Providing and erecting a "W"

metal beam crash barrier comprising of

mm thick corrugated sheet metal beam rail,

70 cm above road/ground level, fixed on

ISMC series channel vertical post, 150 x

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 x 75 x 5 mm, 330 mm long

complete as per clause 811)

21 Item no. 21 Supplying and fixing Cat eye 150.00 No. 326.23

(Stimsonite) made out from Acrilo beautile

sterine injuction high compreesed molding with

reflector made of MMC (Prismatic type of size

12 cm x 6 cm x 2.5 cm) provided with

bituminious adhesive 100 g. with each unit for

fixing (engineer grade) )

22 Item no- 22 Providing laying and spreading 678.00 Cmt 1470.35

granular materials i.e. machine crushed material

in required proportion so as to have mix material

gradation equivalent to GSB grade II, mixin`g

in place with rotavator and grading with mortar

grader at OMC and co

Rs. One Crore Seventy Seven Lacs eighty Eight Thousand One Hundred Eighty six & Paisa Forty One Only

I/We am / are wolling to carry out the work at .............................................

.................................................... % above/ below percent (Should be wrriten in figures and words)

of the estimated rate mentioned above. Amount of my/ our tender works out as under.

*Estimated Amount *Estimated Amount

(* Please strike out whichever is not applicable.)

Notes 1 - All work shall be carried out as per Public Works Department Handbook and other

specifications of Division or as directed.

GM\W v! ov AW]\ H SFD AF\WSFD lJEFUGL 5]l:TSF VG[ l0lJhGGL ALHL BF; lJUT D]HA VYJF ;}RGF 5|DF6[ SZL VF5JFG]\ ZC[X[P

Notes 2 - All the columns is Schedule should be filled in ink and the total of the entries in the last

column should be struck by the contractor under his signature.

GM\W vZ ov VG];}lRDF\ AWF BFGFGL lJUTM ;CLYL EZJL VG[ K[<,F BFGFGL GM\WMGM ;ZJF/M SZL SMg8=FS8Z[ 5MTFGL ;CL SZJL

Deputy Executive Engineer Executive Engineer

R & B Panchayat Sub Division R & B Panchayat Divisions

Ahmedabad Ahmedabad