Road

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

Ta.Dascroi Dist. Ahmedabad Package No. MMGSY/SCSP/06 (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 0.912 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 12837.00 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 Providing laying and spreading granular 1160.00 Cmt 1470.54

materials i.e. machine crushed material in required

proportion so as to have mix material gradation

equivalent to GSB grade II, mixing in place with

rotavator and grading with mortar grader at OMC

4 Item No. 4 Providing laying spreading and 1160.33 Cmt 1900.38

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 – I (45 to 90 mm size M.C.

B.T. Metal) 100 mm compacted thickness

5 Item no. 5 Providing laying spreading and 1676.00 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 layer)

6 Item no. 6 Providing and laying 37.50 mm. thick 805.00 MT 3204.27

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.

7 Item No.7 Providing & laying 37.50 mm thick 886.00 MT 4017.33

Compacated Bituminous macadam with of Asphalt

VG-30 for tack coat at the rate of 2.50 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 494.00 MT 4985.31

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 5.00 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 20.00 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 194.00 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 20.00 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 5.00 No. 14831.71

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 Name 5.00 No. 4842.24

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 20.00 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 5.00 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 5 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 5.00 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- Providing and 5.00 No. 10831.31

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

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

(10.16). (A) Class-B High intensity Grade Retro

Reflective sheeting

19 Item No. 19 Excavation for foundation upto 1.5 mt. 231.00 Cmt 189.30

Depth incl. Shorting out and stacking of useful

materials and disposing of the excavated stuff up to

50 meter lead (a) Loose of soft soil

20 Item No – 20 Providing and filling in founddation 31.00 Cmt 3245.56

with ordinary Cement concrete M 100 mix and

providing necessary vertical pin headers including

formwork, vibrating ramming and curing complete

21 Item No – 21 Providing and andd filling in 94.00 Cmt 3637.07

founddation with ordinary Cement concrete M

mix and providing necessary vertical pin headers

including formwork, vibrating, ramming and curing

22 Item No – 22 Supplying and fixing reinforced 30.00 Rmt 3446.50

concrete heavy duty non pressure pipes with collars

for culverts including setting and joining the pipes

with C.M. 1.2 watering and laying (To level and

slope) of I.S. 458/1971 Class NP3 of following

internal diameters (II) 900 mm dia

23 Item No – 23 Providing and filling sand below RCC 34.00 Cmt 458.14

raft in layers including ramming & watering

24 Item No – 24 Road Marking with hot applied 603.00 Smt 367.72

Thermoplastic compound with reffectorising glass

beads on bituminous surface. Providing & laying of

hot applied thermoplastic copound 2.5 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.

25 Item No – 25 Supplying and fixing reinforced 15.00 Rmt 1952.00

concrete heavy duty non pressure pipes with collars

for culverts including setting and joining the pipes

with C.M. 1.2 watering and laying (To level and

slope) of I.S. 458/1991 Class NP3 of following

internal diameters (II) 600 mm dia

26 Item No- 26 providing and casting in-situ controlled 104.00 Cmt 4549.01

cement concrete M 250 for R.C.C raft and cut off

walls including necessary shuttering, laying

vibrating, ramming and curing complete.

27 Item No- 27 Providing and fixing in position Fe 7800.00 Kg. 73.01

500D TMT for R.C.C. bored piles as per detailed

drawing, including cutting, bending hooking tying

and welding complete and including forming the

cage and lowering it in position.(up to 10 ton)

28 Item No- 28 Providing and laying weep holes in 60.00 No. 82.57

abutment and returns by using A.C.pipes of

mm.dia. Including laying in proper grade and joining

etc complete as per detailed specifiction etc

29 Item No- 29 Providing and laying filter media 600 115.00 Smt 1180.34

mm thick as directed at the back of abutments,

returns and wing walls as per detailed specifications.

Rs. One Crore Ninety Five Lacs Sixty Four thousand Nine Hundred Forty Seven & Paisa Twenty Five 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.

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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.

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Deputy Executive Engineer Executive Engineer

R & B Panchayat Sub Division R & B Panchayat Divisions

Ahmedabad Ahmedabad