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 on Various Roads of Petlad & Sojitra

Taluka Dist.Anand (Package No.AND/MMGSY/ SCSP/ Str/ 2025-26/ 06)

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 Excavation for foundation in sand, gravel clay, soft soil 2940.50 Hect. 511.11

and murrum etc, including shoring, strutting and

dewatering as necessary and disposing of the excavated

stuff as directed. (A) Depth up to 3.0 m

2 Providing and filling in foundation with ordinary 338.90 Cmt. 3715.63

cement concrete M-150 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

3 Providing & casting in situ ordinary cement concrete 716.00 Cmt. 4107.52

M200 for RCC raft and cut off walls including

necessary shuttering laying vibrating, necessary

shuttering laying vibrating ramming & curing complete.

4 Providing & casting in situ controlled cement concrete 1053.00 Cmt. 4659.10

M-250 for RCC Box culvert including necessary

shuttering laying, vibrating ramming & curing complete.

5 Providing and casting in-situ controlled cement 45.00 Cmt. 5656.72

concrete M-250 for average 75 mm thick wearing coat

laid as directed including tamping, vibrating finishing

curing and filling in joints with bitumen complete.

6 Providing parapet of in-citu ordinary cement conrete 118.90 Rmt. 1076.32

M-20 as per detailed drawing with necessary

reinforcement including shuttering, vibrating and

finishing to line and level complete.

7 Providing and casting in-situ ordinary cement 130.00 Cmt. 4166.78

concrete M-200 for approach slab including

formwork curing and finishing complete

8 Providing TMT Bar FE 500D reinforcement for R.C.C. 92869.00 Kg. 94.99

work including bending, binding and placing in position

complete upto floor two level

9 Providing PVC 100 mm diameter water spouts 28.00 No. 159.37

including necessary iron grating as per drawings

BOQ Page No.401

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

10 Providing and laying weep hole in abutment and 305.00 No. 48.11

returning by using P.V.C. pipes of 100 mm. diameter

including laying in proper grade and joining etc.

complete as per detailed specification.

11 Providing and laying filter media 600 mm thick as 360.00 Smt. 1239.35

directed at the back of abutments, returns and wing

walls as per detailed specifications

12 Providing 12mm thick premoulded asphalt filler 43.70 Smt. 553.79

joint as per drawing.

13 Providing and laying 450 mm th. rubble & CC M150 267.00 Cmt. 2782.36

for floor apron (each stone weighing not less than

Kg.) including packing and filling in the interstices with

casting in situ ordinary cement concrete M-150 for with

average 150 mm th. bed & 300 mm th rubble bed.

14 Dismentaling the existing structure including removing 121.00 Cmt. 930.35

and stacking the dismentelled materials as and where

directed. (A) R.C.C. work

15 Demolition of Brick work and stone masonry including 1210.40 Cmt. 562.89

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (ii) In

16 Earthwork for embankment including breaking clods, 3263.00 Cmt. 192.23

dressing with all lead and lift including watering and

consolidationinlcuding filling the depresionwhich

occure during the process of using vibratory rolling

KN to 100 KN static weight from borrow area with all

17 Providing and laying 200mm thick Granular Sub base 189.10 Cmt. 890.04

using unscreened gravel (CBR not less than 10) and

spreading watering and consolidation by Vibratory

roller 80 to 100 Kn static weight etc complete.

18 Providing and laying 200 mm thick Granular sub base in 179.80 Cmt. 1391.15

required layer by providing coarse graded materials

Grading-II using B.T. M.C. Metal 53.00mm to 26.5mm @

35% , aggregate 26.50 to 4.75mm @ 45% and Stone dust

@ 20% as per Table 400-2 of MORT&H gradation

including conveying the materials at site of work, mixing

& spreading in to grade and camber, watering &

consolidating at OMC with vibratory roller including the

cost of material, labours etc. complete.

BOQ Page No.402

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

19 Supplying and fixing reinforced concrete heavy duty 225.00 Rmt. 3469.26

non-pressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications including

setting the pipes in C.M. 1:2 watering and laying (to level

or slopes) of class NP3 of following internal

daimeters.(v) 900mm dia.

20 Providing and laying 20 mm thick compacted Mix Seal 40.50 M.T. 4098.52

Surfacing (MSS) with B.T. stone chips as per MORT & H

gradation and specification with with Asphalt grade VG-

30 for the tack coat on WBM surface @ 4.0Kg/10sqm

and. with mechanical sprayer and asphalt Grade V.G.-30

for mixing at the rate of 50.90 KG / M.T. by weight of

total mix i.e. (5.09 % by weight of total mix) including

heating the asphalt and aggregates in drum mix plant

and spreading the same by paver finisher including

rolling and consolidation with 10-12 tones vibratory and

power roller and providing all materials, equipment’s,

tools, and plants, fire wood, oil, kerosene, labour charges

etc. and using contractor's own machineries drum mix

plant and paver finisher etc. complete

21 Providing and laying 100mm thick Granular sub base in 199.00 Cmt. 1392.16

required layer by providing coarse graded materials

Grading-II using B.T. M.C. Metal 53.00mm to 26.5mm @

35% , aggregate 26.50 to 4.75mm @ 45% and Stone dust

@ 20% as per Table 400-2 of MORT&H gradation

including conveying the materials at site of work, mixing

& spreading in to grade and camber, watering &

consolidating at OMC with vibratory roller including the

cost of material, labours etc. complete.

22 Providing and laying 150 mm thick Compacted WBM ( 297.00 Cmt. 1840.19

Using loose volume, MCBT metal size 45 to 63 mm size)

(1.21 Cmt.B.T. Grit 11.2 mm size 0.18 cmt, Stone dust

0.09 Cmt per Total 1 Cmt of Compacted volume)

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

course aggregate watering and compacting etc. complete

as per Specification.

23 Providing & laying compacted WBM Grading-I using 289.00 Cmt. 1885.35

MCBT metal of size 22.4mm to 53mm in required layers

including using 16% stone screening, 13.2mm size and

8% stone dust as filler including spreading, watering

and consolidation by vibratory roller as per MORTH

specification etc complete as directed by engineer in

BOQ Page No.403

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

24 Providing & Laying Bituminious Spray Grout 115.70 M.T. 2570.84

37.50mm thick compacted with bitumen of grade of

VG-30 at rate 1.99 % by weight of mix for mixing and

Asphalt grade VG-30 to be used @ 4.00 kgs./ 10 Sq.m.

for tack coat on existing surface and using B.T chips of

required gradation including cleaning and heating

asphalt pre mix materials by hot mix process in proper

gradation and laying with paver finisher and

consolidation work as per M.O.R.T.& H specification

including cost of labour, materials and plant, fuel, oil,

kerosene, labour charges etc. complete using

contractor's own machinery drum mix plant & paver

finisher etc. complete.

25 Providing & laying 37.50mm thick Bituminous 128.50 M.T. 3073.68

macadam with Asphalt grade VG-30 for tack coat @

2.50 kg / 10 smt. and using B.T. stone aggregate as per

required gradation with asphalt of VG-30 at the rate of

3.40 % i.e. 34.0 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.

26 Providing and laying 20 mm thick Mix Seal Surfacing 71.10 M.T. 3672.27

using stone chipping as per MORT & H specification and

asphalt grade VG-30 for mixing @ 50.90 Kg/M.T. i.e.

% of total weight of mix including heating the asphalt

and aggregate mixing by continuous batching drum mix

plant transporting mixed material and spreading the

same by pavers finisher and consolidation by vibratory

roller of 80 Kn to 100 Kn static weight and flushing sand

or stone dust @ 0.03 cmt / 10 smt including cost of

labour, oil, lubricant etc using contractor's own

Machineries and plant firewood, oil, kerosene, labour

charges etc. complete

27 Excavation for foundation upto 1.5 m depth including 363.00 Cmt. 253.89

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

28 Providing and casting in situ ordinary cement 44.00 Cmt. 3737.48

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

including necessary shuttering laying, vibrating,

ramming and curing complete.

BOQ Page No.404

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

29 Filling available excavated earth (excluding rock) in 272.49 Cmt. 136.92

trenches plinth, sides of foundations etc. in layers not

exceeding 20cm. in depth consolidating each disposited

layer by ramming and watering.

30 Cautionary Warning Sign :-Providing and fixing sing 10.00 No. 3362.10

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

refiective sheeting as per latest M.O.S.T. Specifications;

3.1m long stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as

required; painted with best quality epoxy coatings in

black and white bends. The details of symbol foreach

board shall be as per the instruction 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

31 Chevron sign :-Providing and fixing sign boards made 32.00 No. 3711.75

out of 1.5mm aluminium sheet/3mm ACP (Aluminum

composite Panel); size 60x50cm rectangular 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

refiective sheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.3 mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of 35x35x3mm; 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 blockof 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

years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (A)

Class-B Type-4 Retro Reflective sheeting

BOQ Page No.405

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

32 Diversion sing board :-Providing & Fixing sign boards 10.00 No. 6798.92

made out of 2mm aluminium sheet, size 180 x 60 cms.

rectangle as per the attached drawing pre treated with

phospheting process & acid etching. coated with one

coat of epoxy priemr and two coats of best quality epoxy

paint reflectorised with retro reflective sheeting as per

latest M.O.S.T. Specifications; Letters and numerals

should be as per IRC-30-1968,3.1m long (2nos) stand

post and frame fabricated from iron angle of

35x35x3mm, 50x50x5mm painted with best quality

epoxy coatings in blak and white bends. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45x 60cms for each

leg, including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer Grade

33 Citizen' s information Board- Providing and fixing of 5.00 No. 10796.68

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.406

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

34 MMGSY "LOGO" Board : Providing and fixing of MMGSY 5.00 No. 5020.57

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 600 x 600mm size, riveted

with MS angle iron frame of 25mm x 25mm x 5mm size

on back on edges. The Lower plate will be of 4mm ACP

of 1100 x 300mm size riveted with MS angle iron frame

of 25mm x 25mm x 5mm 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

x75mm x 6mm Mild steel post at Centre and this post

will be embeded in cement concrete M15 grade block of

450 x 450 x 600mm 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.407

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

35 MMGSY Project Information Board: Providing and fixing 5.00 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 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 25mm x 25mm

x 5mm size on back on edges. The middle 4mm ACM

plate of will be 1200 x 150mm size riveted with MS

angle iron frame of 25mm x 25mm x 5mm size on back

on edges. The main 4mm ACM lower most plate will be

1500mm x 600mm size, riveted with MS angle iron

frame of 25mm x 25mm x 5mm 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 x 75mm (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 450 x 450 x 600mm 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.

BOQ Page No.408

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

36 Hazard Marker Sign :-Providing and fixing sing boards 10.00 No. 2423.74

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

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; 3.1m long

stand post and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best

quality epoxy coatings The fixing at site shall be in 1:2:4

CC block of size 45x45x 60cms. for each leg. including

excavation curing etc. complete under the supervision of

engineer in charge.(A) Engineer Grade

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.1293504.62 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

BOQ Page No.409

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

BOQ Page No.410