Road

Name of Work :- Construction of Box Culvert and Missing Alignment of Kunjad to Kanbha

Road on Khari River Km 0/00 to 0/650 Ta.Dascroi Dist. Ahmedabad Package No.

MMGSY/SCSP/03 (2024-2025) Remaining Work

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 0.390 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 7681.19 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 Providing laying and spreading granular 263.00 Cmt 1452.22

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

4 Item No. 4 Providing laying spreading and 263.25 Cmt 1878.31

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 – I (45 to 90 mm size M.C. B.T. Metal)

mm compacted thickness

5 Item no. 5 Providing laying spreading and 380.00 Cmt 1783.30

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)

6 Item no. 6 Providing and laying 37.50 mm. thick 183.00 MT 2453.06

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

7 Item No.7 Providing & laying 37.50 mm thick 201.00 MT 3063.60

Compacated Bituminous macadam with of

Asphalt VG-30 for tack coat at the rate of 2.50 Kg

/ 10 Smt on B.T. Surface Using B.T. Stone agg.

As per required gradation with asphalt of VG –

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 112.00 MT 3675.39

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 / 100 Smt

9 Item no. 9 Direction sign (Junction board):- 1.00 No. 14831.71

Providing 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

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 Grade(VR)

10 Item no. 10 Village name/ Bump Ahed sign :- 1.00 No. 4842.24

Providing 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

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 Grade(VR)

11 Item No- 11 MMGSY "LOGO" Board : Providing 1.00 No. 4861.05

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 contractor.

12 Item No- 12 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

years for the Retro reflective sheeting for Class-A

respectively, from original manufacturer shall be

submitted by contractor.

13 Item no- 13 Citizen' s information Board- 1.00 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

and Annexure 1700.1 (10.16). (A) Class-B High

intensity Grade Retro Reflective sheeting

14 Item no. 14 Excavation for foundation in sand, 466.00 Cmt 486.57

gravel, clay, soft soils and murrum etc. including

sorting strutting and dewatering as necessary and

disposing of the excavated stuff as directed. (A)

Depth up to 3.00 mt.

15 Item no. 15 Providing and laying in position 55.00 Cmt 3828.11

Ready Mixed M- 150 grade concrete for reinforced

cement concrete work, using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to site of

work in transit mixer for a lead up to 10 Kms

having continuous agitateed mixer manufactured

as per mix design of specified grade for reinforced

cement concrete work including pumping of RMC

from transit mixer to site of laying including the

cost of centering, shuttering, finishing, cost of

admixtures in recommended proportions as per

IS9103 to accelerate/ retard seeting of concrete,

improve workability without impairing strength

and durability as per direction of the Engineer in

charge. Without fly Ash (Min cement level as per

latest IS 456 shall be maintained (Cement level

Kg.) and curing complete including compacting

with Mechneical Vibrator as per instruction of

Engineer in charge.

16 Item no. 16 Providing and laying in position 790.00 Cmt 5094.10

Ready Mixed M- 300 grade concrete for reinforced

cement concrete work, using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to site of

work in transit mixer for a lead up to 10 Kms

having continuous agitateed mixer manufactured

as per mix design of specified grade for reinforced

cement concrete work including pumping of RMC

from transit mixer to site of laying including the

cost of centering, shuttering, finishing, cost of

admixtures in recommended proportions as per

IS9103 to accelerate/ retard seeting of concrete,

improve workability without impairing strength

and durability as per direction of the Engineer in

charge. Without fly Ash (Min cement level as per

latest IS 456 shall be maintained (Cement level

Kg.) and curing complete including compacting

with Mechneical Vibrator as per instruction of

Engineer in charge

17 Item no- 17 Providing and casting in situ Controll 16.00 Cmt 5229.92

Cement concrete M250 for average 75 mm thick

wearing coat laid as directed including tamping

vibrating, finishing curing and filling in joints with

bitumen complete.

18 Item No. 18 Provdiing and casting in situ Ordinary 11.00 Cmt 4605.75

Cement concrete M 200 for kerb/ kerb blocks

including formwork, curing and finishing

19 Item No. 19 Providing and casting in situ ordinary 113.00 Cmt 3694.08

cement concrete M 150 for approach slab including

form work, curing and finishing complete.

20 Item No. 20 Providing and casting in situ Ordinary 150.00 Cmt 4067.19

cement concrete M 200 for approach slab including

form work, curing and finishing complete.

21 Item No. 21 Providing and placing in position in FE 39.50 MT 73217.53

500 TMT bar reinforcement including cutting

bending hooking and tying complete as per detailed

drawing (A) Solid Slab, Abutment, pier, Well curb,

staining cap and RCC Raft & Return.

22 Item No. 22 Providing and fixing post and pipe 200.00 Rmt 1202.80

railing as per detail drawing including 3(Three)

coats of painting to steel works complete.

23 Item No. 23 Provdiding G.I. 100 mm dia water 12.00 No. 536.03

spout including necessary iron gratings as per

24 Item No. 24 Providing and fixing tar papper 5.04 Smt 101.00

bearing, as per Instruction Engineering Charge

25 Item No. 25 Providing 12 mm thick premoulded 5.00 Smt 702.12

Asphalt filler joint as per drawings.

26 Item No. 26 Providing and laying filter media 600 119.00 Smt 1180.34

mm thick as directed at the back of abutment, return

and wing walls as per detailed specification.

27 Item No. 27 Providing & laying weepholes in 133.20 No. 82.57

Aburtmens, and return by using A.C. pipe of

mm including laying in proper grade and joining

the completed as per detailed specification.

28 Item No. 28 Filling available excavated earth 1326.00 Cmt 130.39

(Excluding Rock) in Trenches, Plinth, sides of

foundations etc. in layers not exceeding 20 cm in

depth consolidating each deposited layer by

ramming and watering.

29 Item no. 29 Providing and filling sand beding 126.00 Cmt 458.14

abutments and between returns in layers as

30 Item no. 30 Diversion of water Course/ providing 1.00 Job 50500.00

coffer dam and bund or island as may be necessary

for foundation and maintaining the same for period

as may be necessary.(A) Diversion by channel (F)

Abutment left (including returns/ wing walls)

31 Item no- 31 Providing flood guage marks on sub 2.00 No. 148.89

structure as per design including painting complete.

32 Item No. - 32 Providing and fixing Number plate 2.00 No. 306.14

of Marble plate stone of required size set in CM 1:4

including finishing and engeaving letters etc.

33 Item No – 33 Numbering the CD work with 2.00 No. 58.80

approved paint including all materials for painting

Rs. One Crore Thirty Two Lacs Sixty One thousand Two Hundred Sixty Five & Paisa Thirteen 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