Construction of Sogathi to Kalyanpur Road Ch. 0/0 to 1/800 of Jamjodhpur Taluka under BUJ MMGSY Yojna Package No. JAM/ BUJ/ MMSGY/ NP /2026-27/P-05

Name of Work:- Construction of Sogathi to Kalyanpur Road Ch. 0/0 to 1/800 of Jamjodhpur

Taluka under BUJ MMGSY Yojna Package No. JAM/ BUJ/ MMSGY/ NP /2026-27/P-05

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 3113.00 Cum. 111.84

breaking clods, dressing with all lead and lift

(excluding watering and consolidation)(A)

From Borrow Pits within all lead.

2 Earthwork for embankment including 300.00 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 earthwork in layers 3113.00 Cum. 23.17

with power roller including filling in

depressions which occur during the process.

4 Supplying and fixing reinforced concrete 40.00 Rmt. 2125.04

haevy duty non pressure pipes with collars for

culverts including setting and joining the

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

or slope ) of I.S. class NP3 (V) 600mm with all

5 Providing and laying granular sub-base Grade- 1890.00 Cum. 737.30

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

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 1742.00 Cum. 899.91

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 6750.00 Sqm. 92.21

equivalent 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.

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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 507.00 MT. 2863.35

thick bituminous grouting 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, transporting

spreading same by paver finisher and

consolidation by vibrated roller including

necessary firewood, oil, kerosene, lubricants

all equipment, tools, labour charges etc.

complete using contractor's own machinery in

accordance with the requirement of

9 Providing, laying 25mm thick compacted 355.00 MT. 4081.41

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

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 accordance with the

10 Providing & laying seal coat with B.T. aggregate as 185.00 MT. 4589.44

specified using aggregate at rate of 0.18cum./

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 100 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 specification

11 Excavation for foundation in sand, gravel, clay soft 32.00 Cum. 523.28

soils and murrum including shoring and strutting

and dewatering as necessary and disposing of the

excavated stuff as directed .

12 Excavation for foundation in hard murrum and 16.00 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 ordinary 8.00 Cum. 3362.24

C.C. M-100 mix and providing necessary vertical

pin headers including formwork, vibrating,

ramming and curing etc. complete.

14 Providing & casting in situ ordinary cement 57.00 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. to 5.0 M.

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

specification and reference to book of figure

specifications)

15 Supplying and fixing reinforced concrete 30.00 Rmt. 3674.38

heavy duty non pressure pipes with collars for

culverts including setting and joining the

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

or slope) of I.S. class NP3 (V) 900mm with all

16 Providing and laying in position FE 500D TMT 0.26 MT. 73858.65

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

17 Providing and fixing ordinary Kilometer stone 2.00 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 .

18 Providing and fixing Hectometer as per I.R.C. 7.00 No. 356.49

type design including painting, lettering etc.

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

19 Providing and fixing guard stone as per I.R.C. 55.00 No. 106.01

type design including white washing etc.

complete.(i) Fixing in Earth

20 Providing and fixing indicator stone of 81.00 No. 102.84

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

C.C. 1:4:8 including white washing etc.

complete.(i) Fixing in Earth

21 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

22 Supplying and fixing road sign board of M.S. 3.00 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.

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

specification and reference to book of figure

specifications)

23 Providing and fixing of Citizen information sign 1.00 No. 8769.60

board 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

* 450mm * 600mm 600mm below ground level.

The top most dimond plate will be welded to

middle plate by 47mm * 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

24 Providing and fixing of typical MMGSY informatory 1.00 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 * 450mm x 600mm, 600mm below ground

level. The top most dimond plate will be welded to

middle plate by 47mm * 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

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

specification and reference to book of figure

specifications)

25 MMGSY Logo Board: Providing and fixing 1.00 No. 4545.00

MMGSY Logo Board made out of 2mm

aluminium sheet, as per the drawing & design.

Pre treated with phospheting process and

acid etching coated with one coat of epoxy

primer and two coat of best quality epoxy

paint, refloctrorized with retro reflective

sheeting as per the latest M.O.S.T.

specification, 3.1 Mt. long stand post and

frame fabricated from suitable size iron angle

of 35 x 35 x 3 mm, 75 x 75 x 6 mm as required

painted with best quality 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 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) Class-B Type-4 Retro Reflective

26 Direction (Junction) Sign :-Providing and 2.00 No. 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.

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

specification and reference to book of figure

specifications)

27 Hazard Marker Sign :-Providing and fixing sign 2.00 No. 3518.68

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

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.

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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

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