MMGSY

BILL OF QUANTITIES

BILL OF QUANTITIES

1. The bill of Quantities shall be read in conjunction with the Instructions to Bidder,

Conditions of Contract, Technical Specifications and Drawings.

2. The quantities given in the Bill of Quantities are estimated and provisional, and are given

to provide a common basis for bidding. The basis of payment will be the actual quantities

of work ordered and carried out, as measured by the Contractor and verified by the

Engineer and valued at the rates and prices tendered in the priced Bill of Quantities,

where applicable, and otherwise at such rates and prices as the Engineer may fix within

the terms of the Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall, except in so far as it

is otherwise provided under the Contract, include all constructional plant, layout,

supervision, materials, erection, maintenance, insurance, profit, taxes and duties,

together with all general risks, liabilities and obligations set out or implied in the

4. The rates and prices shall be quoted entirely in Indian Currency

5. A rate or prices shall be entered against each item in the Bill Quantities, whether

quantities are stated or not. The cost of Items against which Contractor has failed to

enter a rate or price shall be deemed to be covered by other rates and prices entered in

the Bill of Quantities (in case of Item rate contract).

6. The whole cost of complying with the provisions of the Contract shall be included in the

items provided in the priced Bill of Quantities, and where no Items are provided the cost

shall be deemed to be distributed among the rates and prices entered for the related

7. General direction and descriptions of work and materials are not necessarily repeated

or summarized in the Bill of Quantities. References to the relevant sections of the

contract documentation shall be made before entering rates or prices against each item

in the Bill of Quantities.

8. The method of completed work of payment shall be in accordance with the specification

for Road and Bridge works. For building works specifications for building are to be

9. Errors will be corrected by the Employer for any arithmetic errors pursuant to

Clause 29 of the Instructions to Bidder.

10 . Rock is defined as all materials which, in the opinion of the Engineer, required blasting,

or the use of metal wedges and sledgehammers, or the use of compressed air

drilling for its removal, and which cannot be extracted by ripping with a tractor of at

least 150 kw with a single rear mounted heavy duty ripper.

Name of Work :-

Construction of Box type Culverts and Protection work on Various Roads

of Tarapur & Petlad Taluka Dist.Anand (Package No.AND/ MMGSY/ SCSP/

Structure/ 2025-26/02)

BILL OF QUANTITIES

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

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

1 Clearing and grubbing road land including uprooting 0.11 Hect. 28455.09

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 Box cutting the road surface to proper slope and camber 691.00 Cmt. 109.41

for making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed including rolling with vibratory roller 80 to

KN Static Weight with all lead & lift

3 Earthwork for embankment including breaking clods, 10890.00 Cmt. 192.23

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at O.M.C.

to required dry density including filling the depression

which occur during the process using power roller 8T to

10T. (E) From Borrow area within 3.0 Km. lead

4 Providing, laying, and compacting Quarry spall for Road 41.00 Cmt. 883.55

side shoulders including spreading in uniform

thickness, including rolling with vibratory roller 80-100

kN static wt. to proper grade and camber including

watering etc. complete.

5 Construction of granular sub - base by providing 198.00 Cmt. 1664.48

granular material of Grading-II, spreading in uniform

layers with motor grader on prepared surface, mixing by

mix in place method with front end loader at OMC, and

compacting with vibratory roller to achieve the desired

density, complete as per clause

6 Providing, laying, spreading and compacting stone 198.00 Cmt. 2096.76

aggregates of specific sizes to water bound macadam

(Grade-I) (B.T. Metal of size 45 to 90 mm) specification

including spreading in uniform thickness, hand packing

rolling with vibratory roller 80-100 kN static wt. to

proper grade and camber, applying and brooming, stone

screening/binding materials to fill-up the interstices of

coarse aggregate, watering and compacting etc.

complete as per Specifcation.

BOQ Page No.393

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

7 Providing, laying, spreading and compacting stone 289.00 Cmt. 1989.70

aggregates of specific sizes to water bound macadam

(Grade-II) (B.T. Metal of size 45 to 63 mm) specification

including spreading in uniform thickness, handpacking,

rolling with 3 wheeled steel / vibratory roller in stages

to proper grade and camber, applying and brooming

requisite type of screening / binding Materials to fill up

the interstices of coarse aggregate, watering and

compacting to the required density.

8 Providing & laying 37.50 mm thick Bituminous grout 141.00 M.T. 2545.23

base course with VG-30 for tack coat @ 4 kg./ 10 Sqmt

WBM surface and 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. 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 contractors own drum mix plant etc.

9 Providing & laying 37.50 mm thick Bituminous 155.00 M.T. 2987.91

macadam with VG-30 for Tackcoat @ 2.50 kg/10 Sqmt

using B.T. stone aggregate as per required gradation

with asphalt of VG-30 at the rate of 3.40 % i.e.

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

contractors own drum mix plant etc. comp.

10 Providing & laying 20 mm thick premix seal surfacing 87.00 M.T. 3510.33

using specified graded machine crushed aggregates with

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

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. comp. and

flushind sand @ rate of 0.30 Cum/ 100 smt.

BOQ Page No.394

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

11 Hazard Marker Sign :-Providing and fixing sing boards 8.00 No. 2423.74

made out of 2mm aluminium sheet; size 90 x 30 cms.

rectangle as as per the design/drawing attached (IRC)

pretreated 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;

3.1 m long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3 mm & 50 x 50 x 5 mm

painted with best quality epoxy coatings 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)

Engineer Grade (VR)

12 Citizen' s information Board- Providing and fixing of 1.00 No. 11913.96

typical MMGSY information board as per instruction.

Two MS plates of 1.6 mm thick, of 900 mm x 750mm size

fixed at top & bottom duly welded with MS angles of

x 25 x 5 mm thick M.S plate shall be welded by two

vertical M.S flats & four horizontal M.S flates 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. Painting

New letters & figure of any shade with ready mixed

synthetic enample paint of superior quality in required

shade and colour, 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

BOQ Page No.395

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

13 MMGSY "LOGO" Board : Providing and fixing of MMGSY 3.00 No. 5091.65

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.

BOQ Page No.396

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

14 MMGSY Project Information Board: Providing and fixing 1.00 No. 11351.39

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

15 Citizen' shaped plate

s information and middle

Board- plateand

Providing and fixing

this of 2.00 No. 10796.68

typical MMGSY information board as per instruction.

gauge 1.6mm GI Sheet, 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

BOQ Page No.397

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

16 MMGSY Project Information Board: Providing and fixing 2.00 No. 11067.18

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 16 gauge 1.6mm GI Sheet, material specificaitons

as per clause 17001.3. The top most plate will be of

gauge 1.6mm GI Sheet in diamond shape of 600x600mm

size, riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. The middle

16 gauge 1.6mm GI Sheet plate of will be 1200x150mm

size riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. The main

gauge 1.6mm GI Sheet 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

17 Road a spacingwith

of 100mm between

hot applied the diamond paints

thermoplastic 68.00 Smt. 367.72

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and free

from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white color

marking should provide liminance coefficinet on cemend

road shalll be min 130 mcd/m2/lux and Asphalt road

shall be min 100 mcd/m2/lux during the service life

during the day time. The marking should meet the

performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for the Retro

reflectivity should be two years.

BOQ Page No.398

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

18 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 152.00 No. 326.23

Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and reflective

panels with micro prismatic lens capable of providing

total internal reflection of the light entering the lens face

and shall support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The

height, width and length shall not exceed 20 mm,

mm and 130 mm and with minimum reflective area of

13 Sqcm on each side and the slope to the base shall be

35 +/- 5 degree. The strength of detachment of the

integrated cylindrical shanks, (of diameter not less than

19 +/- 2 mm and height not less than 30+/- 2 mm) from

the body is to be a minimum value of 500 Kgf. Fixing will

be by drilling holes on the road for the shanks to go

inside, without nails and using epoxy resin based

adhesive as per manufacturers recommendation and

The color of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

19 Dismentalling the existing structure including removing 2.00 No. 20200.00

& stacking the dismentalled materials as and where

20 Excavation for foundation in sand, Gravel, Clay, Soft soil 4305.00 Cmt. 511.11

and Murrum etc., including shorting, strutting and

dewatering as necessary and disposing of the excavated

stuff as directed.

21 Providing and filling in foundation with ordinary cement 430.00 Cmt. 3921.83

concrete M - 150 mix and providing necessary vertical

pin headers including formwork, vibrating, ramming

and curing complete.

22 Providing and casting in-situ controlled cement 2750.00 Cmt. 4659.10

concrete M - 250 for RCC raft and cut off walls including

shuttering, laying, vibrating, ramming, and curing

23 Providing and casting in situ controlled cement 51.00 Cmt. 5397.06

concrete M - 250 for R.C.C. solid slab including

centering, scaffolding, curing & finishing comp.

(including Apoxy Painting of Exterior Surface)

24 Providing & casting in situ controlled cement concrete 9.00 Cmt. 5656.74

M-400 for average 100 mm. thick Wearing coat laid as

directed including tamping, vibrating, finishing, curing,

and filling in joints with bitumen complete.

25 Providing and casting in-situ controlled cement concrete 5.80 Cmt. 4914.07

M-250 for kerb/kerb blocks including formwork, curing

and finishing complete.

BOQ Page No.399

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

26 Providing and casting in-situ controlled cement concrete 48.60 Cmt. 5197.70

M-250 for approach slab including formwork curing and

finishing complete.

27 Providing and placing in position FE 500/500D bar 200.90 M.T. 73858.69

reinforcement for following items including cutting

bending hooking and tying complete as per detailed

28 Providing and laying weep holes in abutments and 1998.00 No. 48.11

return by using PVC pipes of 100 mm. diameter incl.

laying in proper grade and jointing etc. comp. as per

detailed drawings.

29 Providing and fixing post and pipe railing as per detailed 64.00 Rmt. 1211.79

drawing including 3 coats of painting to steel works

30 Provding P.V.C. 100 mm diameter water spouts 8.00 No. 159.37

including necessary iron gratings as per drawings.

31 Providing and fixing in position 12 mm thick 17.20 Smt. 703.53

permoulded joint filler in expansion joint for fixed ends

of simply supported span, covered with sealant complete

as per drawing and technical specifications.

32 Providing and laying rubble for appron (each stone 49.00 Cmt. 1083.81

weighing not less than 40 Kg.) including packing & filling

in the interestices with quarry spall.

33 Providing and laying filter media 600 mm thick as 1808.00 Smt. 1239.35

directed at the back of abutments, returns and wing

walls as per detailed specification.

34 Providing and filling sand behind abutments and 595.00 Cmt. 562.08

between returns in layers as directed.

35 Providing diversion of road 3.75 mt width for structure 150.00 Rmt. 8285.61

by providing & spreading Earthwork, 200 mm Unscreen

GSB, 200mm GSB-II and 20 mm MSS. The Length of road

is depend on site condition etc as directed by Engineer

in Charge. (The diversion shall be maintainance & repair

in all weather season. No any extra payment shall be

made for maintainance & repair work of diversion)

36 Filling available excavated earth (Excluding Rock) in 3103.20 Cmt. 136.92

Trenches,Plinth,sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each deposited

layer by ramming and watering.

37 Providing and casting in situ ordinary cement concrete 67.00 Cmt. 3737.47

M-150 for R.C.C. raft and cut off walls including

necessary shuttering laying, vibrating, ramming and

curing complete.

BOQ Page No.400

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

38 Providing and Casting in situ controlled Cement 445.00 Cmt. 4553.37

Concrete M-200 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

39 Providing TMT Bar FE 500D reinforcement for R.C.C. 24760.00 Kg. 77.29

work including bending, binding and placing in position

complete upto floor two level

I / We am / are willing to carry out the work at ________________________________ % above / below

percent (should be written in figure and words) of the estimated mentioned above. Amount of my / our

tender works out as under

Estimated amount put to Estimated amount put to

Deduct ________ % below Rs. ____________ Add _______ % above Rs.___________

(* Please strike out whichever is not applicable)

1. All work shall be carried out as per public works Department Handbook and other specifications of Division or

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.

3. Rates quoted include clearance of site (Prior commencement of work and as its close) in all respects and hold

good for work under all conditions, site, moisture, weather etc.

4. To be Continued on additional sheets, if found necessary.

5. The Labour Cess shall have to be deducted from payable bill as per prevailing Rules.

6. For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No. PARACH /

102008 / 61 / C, Dt. 03/05/2008 attached with tender papers.

7. The contractor is totally responsible to bare all applicable taxes i.e. G.S.T. etc. & Department will not entertain

any contractor representation to reimburse any financial burden due to applicable taxes, i.e. G.S.T. etc.

8. Credit of Rs.869989.05 Shall be recovered from the payable bills towards cost of dismental materials.

Signature of Deputy Executive Engineer Executive Engineer

the Contractor. Panchayat (R&B) Sub Division Panchayat (R&B) Division

KHAMBHAT ANAND.

BOQ Page No.401

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

BOQ Page No.402