Road

specification and reference to book of Quantity Unit In Amount

specifications) figures

1 Item No. - 1 Clearing and grubbing road 0.820 Hect. 28393.04

land 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 3433.00 Cmt 126.68

including 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 1875.00 Smt 39.62

or bitumen macadam surface 6 cm to

cm.depth including stacking useful

materials on road side and disposing off

remaining stuff.

4 Item no. 4 Providing laying spreading and 310.00 Cmt 1891.31

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. 140.63 MT 2593.94

thick 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. 110.390 MT 2505.76

thick 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 50 mm thick 1475.00 MT 3099.92

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

% 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.

8 Item No. 8 Providing & laying 20 mm thick 707.00 MT 3928.67

mix 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 24.00 No. 356.50

as per IRC type design incl. painting

lettering etc. comp. (ii) Fixing in C.C.

11 Item No- 11 Providing & fixing Indicator 268.00 No. 102.85

stone as per IRC type design incl. white

washing (i) fixing in earth.

12 Item no. 12 Providing and fixing guard 4.00 No. 349.11

stone of pre cast in situ in CCM

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 4.00 No. 14831.71

sign 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 :- 13.00 No. 3342.17

Providing 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

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 : 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 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 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 823.00 Smt 367.72

applied Thermoplastic compound with

reffectorising glass beads on bituminous

surface. Providing & laying of hot applied

thermoplastic copound 2.5 mm thic

including reffectorising glass beads @

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 30.00 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 88.00 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 and fixing 5th 2.00 No. 1175.56

kilometer stone of precast C.C. 1:4:8 as per

IRC type desing in C.C. 1:4:8 incl. leter and

paints etc. comp.(For MDR)

Rs. Ninety Seven Lacs Sixty Four Thousand One Hundred Two & Paisa Seventy 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

Put to tender Rs. ............................................ Put to tender Rs. ..............................................

Add......% above Rs. .......................................... Deduct .........% below Rs. .............................................

Total Rs. .......................................... Net. Rs. ...........................................

In Words ................................................................. In Words .................................................................

(* 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