Road

Name of Work :- Construction of Road Towards shri Umiya Mata Sansthan from Auda T.P. Road

at Bilasiya Village Km 0/0 to 0/500 Km Ta.Dascroi Dist. Ahmedabad Package No.

MMGSY/OWR/01 (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 including 0.600 Hect. 28393.04

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 7518.00 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

3 Item no- 3 Providing laying and spreading granular 612.00 Cmt 1470.35

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

4 Item No. 4 Providing laying spreading and compacting 392.00 Cmt 1900.38

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 compacting 558.00 Cmt 1804.14

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 293.00 MT 3327.58

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 50 mm thick 429.00 MT 4137.81

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.

8 Item No. 8 Providing & laying 20 mm thick mix seal 180.00 MT 5234.53

surface using specified graded machine crushed agg.

With VG-30 grade bitumen at the rate of 5.1 % i.e.

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 / 100 Smt

9 Item no. 9 Providing and fixing ordinary kilometer 1.00 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 IRC 8.00 No. 356.50

type design incl. painting lettering etc. comp. (ii) Fixing

11 Item No- 11 Providing & fixing Indicator stone as per 34.00 No. 102.85

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

12 Item no. 12 Providing and fixing guard stone of pre 30.00 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 Direction sign (Junction board):-Providing 2.00 No. 14831.65

and fixing sing boards made out of 2mm aluminium

sheet; size 244 x 122cms. rectangle as as per the 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 refiective sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame

fabricated from suitable size iron angle of 50 x 50 x

5mm 75x75x6mm as required; painted with best

quality epoxy coatings in black and white bends. the

details of symbol or inscription / numerals 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 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer

in charge.(A) Engineer

14 Item no. 14 Village name/ Bump Ahed sign :-Providing 2.00 No. 4842.24

and fixing sing boards made out of 2mm aluminium

sheet; size 90 x 60cms. rectangle as as per the 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 refiective sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame

fabricated from suitable size iron angle of 50 x 50 x

5mm painted with best quality epoxy coatings in black

and white bends. the details of symbol or inscription /

numerals 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 60cms. for each leg.

including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer

15 Item No- 15 Cautionary Warning Sign :-Providing and 6.00 No. 3342.17

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

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)

16 Item No- 16 MMGSY "LOGO" Board : Providing and 1.00 No. 4861.05

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

17 Item No- 17 MMGSY Project Information Board: 1.00 No. 11190.32

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 1.00 No. 10831.31

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

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 173.00 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.

20 Item no. 20 Type - A, "W" : Metal Beam Crash Barrier 120.00 Rmt 3468.34

(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

x 5 mm, 330 mm long complete as per clause 811)

21 Item no. 21 Supplying and fixing Cat eye (Stimsonite) 267.00 No. 326.23

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 Excavation for foundation upto 1.5 mt. 41.00 Cmt 126.20

Depth incl. Shorting out and stacking of useful

materials and disposing of the excavated stuff up to

meter lead (a) Loose of soft soil

23 Item No – 23 Providing and filling in founddation with 7.00 Cmt 2770.03

ordinary Cement concrete M 100 mix and providing

necessary vertical pin headers including formwork,

vibrating ramming and curing complete

24 Item No – 24 Providing and andd filling in founddation 48.00 Cmt 3396.78

with ordinary Cement concrete M 150 mix and

providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete

25 Item No – 25 Supplying and fixing reinforced concrete 20.00 Rmt 3862.80

heavy duty non pressure pipes with collars for culverts

including setting and joining the pipes with C.M.

watering and laying (To level and slope) of I.S.

458/1971 Class NP3 of following internal diameters

(II) 900 mm dia

26 Item No – 26 Providing and filling sand below RCC 25.00 Cmt 305.42

raft in layers including ramming & watering complete.

Rs. Eighty Two Lacs Fifty Six Thousand Four Hundred Seventy Seven & Paisa Thirty 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