Construction of Motibharad to Bharadki Road Ch. 0/0 to 4/600 (NP) of Jamjodhpur taluka under BUJ MMGSY Yojna Package No. JAM/ BUJ/ MMGSY/ NP/ 2024-25/ Jamjodhpur/ P-36 Taluka : Jodiya Dist: Jamnagar.

Name of Work:- Construction of Motibharad to Bharadki Road Ch. 0/0 to 4/600 (NP) of

Jamjodhpur taluka under BUJ MMGSY Yojna Package No. JAM/ BUJ/ MMGSY/ NP/ 2024-25/

Jamjodhpur/ P-36

Taluka : Jamjodhpur Dist: Jamnagar.

BILL OF QUANTITIES

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

1 Earthwork for embankment including 12996.00 Cum. 161.20

breaking clods, dressing with all lead and lift

(excluding watering and consolidation)(B)

From Borrow pits within all lead.

2 Earthwork for embankment including 1120.00 Cum. 137.67

breaking clods, dressing with all lead and lift

(excluding watering and consolidation)(B)

From Borrow area within all lead.

3 Rolling and watering of earth work in layers 12957.00 Cum. 23.17

with Vibratory roller including filling in

depressions which occur during the process

4 Supplying and fixing reinforced concrete 20.00 Cum. 2173.52

heavy duty non-pressure pipes without collars

for culvertscarrying heavy traffic as per IS

458-1991 specifications including setting the

pipes in CM 1:2 watering and laying (to level

or slopes) of class NP3 of 600 mm with all

5 Providing and laying granular sub-base Grade- 2891.00 Cum. 837.29

I C.B.R. not less than 30% by providing coarse

graded materials, consisting of B.T. crushed

stone aggregates 53 mm to 26.5mm @35%,

26.5mm to 4.75mm @ 45%, 2.36 mm to below

@ 20% coarse sand combination and stone

dust/grit spreading in uniform layers with

motor grader on prepared surface, mixing by

mix in place method with rotovator at O.M.C.

to required dry density including filling the

depressions which occred during the process

using vibratory roller 8-T to 10-T complete as

per Clause-401.

6 Providing and laying WBM of machine crushed 2730.00 Cum. 999.90

B.T. metal of size 40mm to 63 mm in required

layers with using 21% screening material of

to 10 mm size and 10% stone dust as filler

including spreading rolling watering and

consolidatation by vibratory roller etc.

7 Providing and applying hincol made or 10430.00 Sqm, 63.32

eqvivalent grade priming coat with emulsion

(SS-1) at the rate of 7.50 kg/ 10 Sq.mt.

including cost of asphalt and preparing the

surface heating, and applying etc. complete.

1 of 10 DTP of MMGSY Pkg-36 11-25.xls

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

8 Providing and laying and rolling 37.50mm 782.00 MT. 2067.47

thick bituminous groutin with B.T. aggregate

as per Required Gradation and using bitumen

Grade VG-30 for Mixing at the rate of 1.99%

i.e. 19.90 kg/M.T. of total mix and VG-30 for

tack coat at the rate of 2.5 kg/10sq.mt on

existing B.T. surface including heating and

mixing in Drum mix plant, trasporting

spreading same by paver finisher and

consolidation by viberated roller including

necessary oil, kerosene, lubricants all

equipments, firewood, tools, labour charges

etc. complete using contractor's own

machinary in accordance with the

requirement of specification.

9 Providing, laying 25mm thick compacted 548.00 MT. 2741.14

bituminous carpet considering

cmt./10Smt. Stone chips for one M.ton as per

specification, using the Vg-30 asphalt at rate

33.60 Kg/M.ton (i.e. 3.36% by weight of total

mix) for mixing and using RS-1 for tackcoat

2.5 Kg/ 10sq.mt. including heating and mixing

the asphalt and stone aggregates by

continuous batching of drum mix plant and

transporting and spreading the same by paver

finisher and consoli-dation with vibratory

roller with necessary equipments oil,

kerosene, fire wood labour charges etc

comp.with contractor's own machineries and

equipment tools etc. complete in accordance

with the requirement.

10 Providing & laying seal coat with B.T. 281.00 MT. 2992.63

aggregate as specified using aggregate at

rate of 0.18cum./ 10 Sq.M. and VG-30 bitumen

for mixing with aggregate at rate of 4.50%

i.e.45.00 kg./M.T. of total mix including

heating and mixing in drum mix plant and

spreading the same by paver finisher and

consolidation with vibratory roller 80 to

KN static weight including necessary

firewood, oil, lubricants, laborcharges, using

contractors own drum mix plant, machinaries

and equipment, tools etc. complate in

accordance with the requirement of

11 Excavation for foundation in sand, gravel, clay 563.00 Cum. 523.28

soft soils and murrum etc. including shoring,

strutting dewatering as necessary and

disposing of the excavated stuff as directed

up to any depth .

12 Excavation for foundation in hard murrum and 274.00 Cum. 625.87

boulders and very stiff or sticky, clays and

other similar strata including shoring and

strutting and dewatering as necessary and

disposing of the excavated stuff as directed .

13 Providing and filling in foundation with 195.00 Cum. 3362.24

ordinary Cement concrete M-100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

2 of 10 DTP of MMGSY Pkg-36 11-25.xls

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

14 Providing & casting in situ ordinary cement 1175.00 Cum. 4013.53

concrete M-150 mix and providing necessary

pin headers including shuttering, scaffolding,

laying, vibrating, curing and finishing

complete with V-Groves.(A) Height from 0.0 M.

15 Supplying and fixing reinforced concrete 135.00 Rmt. 3748.11

heavy duty non pressure pipes with collars for

culverts including setting and joining the

pipes in CM 1:2 watering and laying (to level

or slope) of I.S. class Np-3 900mm with all

16 Supplying and fixing reinforced concrete 75.00 Rmt. 5838.81

heavy duty non pressure pipes with collars for

culverts including setting and joining the

pipes in CM 1:2 watering and laying (to level

or slope) of I.S. class Np-3 1200mm with all

17 Providing and casting in situ Ordinary trimix 159.00 Cum. 5223.72

cement concrete M-200 for average 200mm

thick road work laid as directed including

adding super platisizer admixture of IS make

and providing and laying M.S. side rail of road

thickness with necessary nut bolts plates

fixing as per width applying plate vibrator

(electric or diesel) on channel compressor

with vacuum dewatering system by using all

necessary equipments and materials and

machinery such as running screed vibrator on

prelaid M.S. channel for leveling ,Vacume

pump, floating and power towelling etc with

filling the joints with bitumen as directed etc

18 Providing and laying in position FE 500D TMT 6.48 MT. 73858.69

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

drawings for the following.(A) Piers (B)

Abutments (C) R.C.C. Returns

19 Providing and fixing of flood gauge in C.C. 6.00 No. 1979.60

1:2:4 with M.S. Channels C Type of size 125 X

65 mm with web thick ness 5mm thick 1.50 mt.

long including the cutting the channels

bending one edge for hold fast including

painting with oil paint of approved brand

manufature three with one coat of primer and

marking Numbering lettering etc comp by

using radium strips at causeway deep on road

side As per Direction (Including cost of C-

Channels & Cement)

20 Box cutting the road surface to proper slope 3990.00 Cum. 111.84

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

3 of 10 DTP of MMGSY Pkg-36 11-25.xls

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

21 Providing and laying granular sub-base Grade- 1461.60 Cum. 837.29

l C.B.R. not less than 30% by providing coarse

graded materials, consisting of B.T. crushed

stone aggregates 53 mm to 26.5mm @ 35%,

26.5mm to 4.75mm @ 45%, 2.36 mm to below

@ 20% coarse sand combination and stone

dust/grit spreading in uniform layers with

motor grader on prepared surface, mixing by

mix in place method with rotovator at O.M.C.

to required dry density including filling the

depressions which occred during the process

using vibratory roller 8-T to 10-T complete as

22 Construction of dry lean cement concrete Sub- 903.00 Cum. 3027.98

base over a prepared sub-grade with coarse

and fine aggregate conforming to IS: 383, the

size of coarse aggregate not exceeding

mm, aggregate cement ratio not to exceed

15:1, aggregate gradation after blending to be

as per table 600-1, cement content not to be

less than 220 kg/ cum, optimum moisture

content to be determined during trial length

construction, concrete strength not to be less

than 10 Mpa at 7 days, mixed in a batching

plant, transported to site, laid with a fixed

form paver or conventional method,

compacting with 8-10 tonnes vibratory roller,

finishing and curing etc. complete

23 Construction of un-reinforced, dowel jointed, 1518.00 Cum. 6621.56

plain cement concrete pavement over a

prepared sub base with concrete grade M30,

coarse and fine aggregate conforming to IS

383, maximum size of coarse aggregate not

exceeding 25 mm, mixed in a batching and

mixing plant as per approved mix design,

transported to site, laid with a fixed form or

slip form paver, spread, compacted and

finished in a continuous operation including

provision of contraction, expansion,

construction and longitudinal joints, joint filler,

separation membrane, sealant primer, joint

sealant, debonding strip, dowel bar, tie rod,

admixtures as approved, curing compound,

finishing to lines and grades as per drawing

4 of 10 DTP of MMGSY Pkg-36 11-25.xls

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

24 Road marking with hot applied thermoplastic 967.00 Sqm. 367.72

paints 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.

25 Providing & laying weep hole in Aburtments, 80.00 No. 88.76

and returns by using A.C. pipe of 100mm

including laying in proper grede and jointing

the completed as per detailed specification.

26 Providing and fixing ordinary Kilometer stone 5.00 No. 853.30

of approved hard stone as per I.R.C. type

design in C.C. 1:4:8 including painting and

lettering etc. complete (For O.D.Road,V.R.)

27 Providing and fixing Hectometer as per I.R.C. 18.00 No. 356.49

type design including painting, lettering etc.

complete.(ii) Fixing in C.C. 1:5:10

28 Providing and fixing guard stone as per I.R.C. 170.00 No. 106.01

type design including white washing etc.

complete.(i) Fixing in Earth

29 Proviidng and fixing Indicator stone of 207.00 No. 102.84

approved stone as per I.R.C. type design

including white washing etc complete . Fixing

5 of 10 DTP of MMGSY Pkg-36 11-25.xls

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

30 Village name Sign :-Providing and fixing sign 1.00 No. 6397.43

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size 90x60 cms.

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 refiectivesheeting

of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.3mtr 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 35 x 35 x 3mm; painted with

bestquality 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 7 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. (B) Class-

B Type-4 Retro Reflective sheeting

31 Providing and fixing of typical MMGSY informatory 2.00 No. 8769.60

sign board with logo as per MORD specifications

and drawing. Three MS Plates of 1.6 mm thick, top

and middle plate duly welded with MS flat iron 25 x

5mm size on back on edges. The lower plate will be

welded with MS angle iron frame of 25mm x 25mm.

The Angle iron frame of the lower most plate and

flat iron frame of middle plate will be welded 2 nos.

75mm x 75mm of 12 SWG sheet tubes posts duly

embedded in cement concrete M-15 grade block of

450mm x 450mm x 600mm, 600mm below ground

level. The top most dimond plate will be welded to

middle plate by 47mm x 47mm of 12 5WG steel

plate tube. All M.S. will be stove enameled on both

sides. Lettering and printing arrows, border etc.

will be painted with ready mixed synthetic enamel

paint of superior quality in reqired shade and

colour. All sections of framed posts and steel tubes

will be painted with primer and two coats of epoxy

pains as per drawing Clause 1701 and Annexure

32 Supplying and fixing road sign board of M.S. 6.00 No. 3072.98

plates and angle iron including painting,

lettering etc. complete including fixing in C.C.

1:4:8 with necessary excavation etc. complete

as per I.R.C. type design.(ii) Reflective type

6 of 10 DTP of MMGSY Pkg-36 11-25.xls

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

33 Providing and fixing of Citizen information sign 2.00 No. 8769.60

board as per MORD specifications and

drawing Three MS Plates of 16 mm thick top

and middle plate duly welded with MS flat iron

25 x 5mm size on back on edges The lower

plate will be welded with MS angle iron frame

of 25mm x 25mm The Angle iron frame of the

lower most plate and flat iron frame of middle

plate will be welded 2 nos 75mm x 75mm of

SWG sheet tubes posts duly embedded in

cement concrete M-15 grade block of 450mm

x 450mm x 600mm, 600mm below ground

level. The top most dimond plate will be

welded to middle plate by 47mm x 47mm of

SWG steel plate tube All MS will be stove

enameled on both sides. Lettering and

printing arrows border etc. will be painted

with ready mixed synthetic enamel paint of

superior quality in reqired shade and colour.

All sections of framed posts and steel tubes

will be painted with primer and two coats of

epoxy pains as per drawing Clause 1701 and

34 Providing and fixing of typical MMGSY 1.00 No. 8769.60

informatory sign board with logo as per MORD

specifications and drawing Three MS Plates of

1.6 mm thick, top and middle plate duly

welded with MS flat iron 25 5mm size on back

on edges. The lower plate will be welded with

MS angle iron frame of 25mm x 25mm. The

Angle iron frame of the lower most plate and

flat iron frame of middle plate will be welded

nos 75mm x 75mm of 12 SWG sheet tubes

posts duly embedded in cement concrete M-

15 grade block of 450mm x 450mm x 500mm,

600mm below ground level. The top most

dimond plate will be welded to middle plate by

47mm x 47mm of 12 SWG steel plate tube. All

M.S. will be stove enameled on both sides.

Lettering and printing arrows, border etc. will

be painted with ready mixed synthetic enamel

paint of superior quality in reqired shade and

colour All sections of framed posts and steel

tubes will be painted with primer and two

coats of epoxy pains as per drawing Clause

1701 and Annexure

7 of 10 DTP of MMGSY Pkg-36 11-25.xls

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

35 Facility Informatory Sign :-Providing and fixing 6.00 No. 3990.64

sign boards made out of 2mm aluminium sheet

/ 4mm ACP (Aluminum composite Panel); size

80 x 60 cms. 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 refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr 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 35 x

35 x 3mm; painted with bestquality 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 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 7 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. (B) Class-B Type-4

Retro Reflective sheeting.

36 Hazard Marker Sign :-Providing and fixing sign 8.00 No. 3518.69

boards made out of 2.0 mm aluminium sheet /

4 mm ACP (Aluminum composite Panel); size

90x30 cms. 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 refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr 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 35 x

35 x 3mm; painted with bestquality 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 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 7 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. (B) Class-B Type-4

Retro Reflective sheeting

8 of 10 DTP of MMGSY Pkg-36 11-25.xls

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

37 Direction (Junction) Sign :-Providing and 1.00 Nos 21287.50

fixing sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum composite

Panel); size 244x122 cms. 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

refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications;

4.0mtr (2 Nos.) 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 50x50x5mm; painted with

bestquality 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

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 7 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. (B)

Class-B Type-4 Retro Reflective sheeting

Amount of my tender work out as under

I / We am/are willing to carry out the work at ………………………………………….. % above / below Percent

[should be written in figures and words] of the estimated rates mantioned above. Amount of my/our tender

works out as under

Estimated Amount Put to tender: Estimated Amount Put to tender:

Deduct % below Add % above

Net Rs. Net Rs.

In words : In words :

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat (R & B) Division

Jamjodhpur Jamnagar.

9 of 10 DTP of MMGSY Pkg-36 11-25.xls

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

1 All work shall be carried out as per Public Works Department Handbook and other

specifications of Division or as directed.

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 at its close )

in all respects and hold good for work under all conditions, site, moisture, weather etc.

4 The contractor shall exhibit the board at site of work with the details of works, Tender

amount and specification as per Govt. Circular No. BBG / 3277 / 1657 / N, Dt.26-4-78 and

as per G.R.No. TNC -1090-24-C, Dt.18-11-91, as directed by Engineer-in-charge of the

works, exhibit board at site of work, for which contractor is not entitiled for any extra

5 Contractor shall even " NIL " percentage, if no deduction is offered.

6 One percent of work done amount of this work shall be recovered from the contractor

payment as " Labour Cess " in terms of the Guajarat Govt. gazette extra ordinary dt.

12/12/2004 implementation of building and other construction works.(Regulation of

employment & condition of service act

7 Testing of materials shall be as per statement attched for quality control. The material

shall be tested in GERI bill for the testing charge shall be paid by the Department and

% (One percent) of amount put to tender after deduction of cost of material as per

scheule-A shall be recovered from the contractor's running Bill as per GR of R.& B.

Dept. No.TNC / 1085 / 4 / C Dt. 20-12-91 & modified R.& B. Dept. Circular No.SSR /

Signature of Contractor :

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat ( R & B ) Division,

Jamjodhpur Jamnagar

10 of 10 DTP of MMGSY Pkg-36 11-25.xls