Road

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

Ta.Dascroi Dist. Ahmedabad Package No. MMGSY/SCSP/18 (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 0.920 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 2557.00 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 4500.00 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 787.00 Cmt 1812.03

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)

5 Item no. 5 Providing and laying 37.50 mm. thick 422.00 MT 3331.98

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 341.00 MT 3186.60

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 805.00 MT 4208.68

Compacated Bituminous macadam with of Asphalt

VG-30 for tack coat at the rate @ 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 seal 449.00 MT 5245.28

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 kilometer 3.00 No. 704.33

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 per 24.00 No. 356.50

IRC type design incl. painting lettering etc. comp.

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

11 Item No- 11 Providing & fixing Indicator stone as 154.00 No. 102.85

per IRC type design incl. white washing (i) fixing in

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

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 board 4.00 No. 14831.65

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 sign board 4.00 No. 4842.24

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 and 12.00 No. 3342.17

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

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

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

Providing 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

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 505.00 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 Crash 80.00 Rmt 3468.34

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 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 180.00 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 150.00 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, mixing in

place with rotavator and grading with mortar

grader at OMC and co

Rs. One Crore Eleven Lacs Fifty Two Thousand Seven Hundred Five & Paisa Forty 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