Construction of Dodhiya to Sir P.N. Road (Canal Parallel) Ch. 0/0 To 3/300 of Jamnagar Taluka Under SCSP MMGSY Yojna Package No. JAM/ SCSP/ MMSGY/NP /2025-26/P-19.

Name of Work:- Construction of Dodhiya to Sir P.N. Road (Canal Parallel) Ch. 0/0 to 3/300 of

Jamnagar Taluka Under SCSP MMGSY Yojna Package No. JAM/ SCSP/ MMSGY/NP /2025-26/P-

Taluka : Jamnagar. 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 Clearing and grubbing road land 1.59 Hect 28455.09

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 Earthwork for embankment including 2259.00 Cum. 172.87

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 2350.00 Cum. 23.17

layers with power roller including filling in

depressions which occur during the

4 Constructing of granular sub-base GR-1 1352.00 Cum. 1336.23

providing course graded B.T. machine

crushed material satisfying MOST

specification of grading-I including

spreading in uniform layer with motor

grader on prepared surface , mixing by

mix in place method with rotavator at

OMC and compacting with vibratory roller

to achieve the desired density etc

5 Providing & laying compacted WBM 100 1352.00 Cum. 1950.31

mm thick Single layer as per MORTH

specification using machine crushed M.C.

Metal of size 45mm to 90mm with using

0.27 Cu.m./10 Sq.m. stone screenings

13.2mm to 10mm nominal size and

binding materials @0.08Cu.m./10 Sq.m.

including spreading in uniform thickness,

watering and consolidation with vibratory

roller etc. complete

6 Providing and laying WBM of 75 mm thick 2017.00 Cum. 1523.08

in two layers machine crushed B.T. metal

of size 40mm to 63 mm in required layers

with using 21% screening material of 6 to

10 mm size and 10% stone dust as filler

including spreading rolling watering and

consolidatation by vibratory roller etc.

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

specification and reference to book of figure

specifications)

7 Earthwork in cutting in all sorts of soil and 6015.00 Cum. 111.85

soft murrum including conveying and

putting the stuff in spoil bank maintaining

minimum distance of five meter between

top edge and cutting and toe of spoil

8 Providing and filling in foundation with 1321.00 Cum. 3362.25

ordinary Cement concrete M-100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming

and curing complete.

9 Providing and casting in situ Ordinary 2475.00 Cum. 5751.95

trimix cement concrete M-250 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 complete.

10 Excavation for foundation in hard murrum 50.00 Cum. 625.87

and 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 .

11 Excavation in large boulders and soft 42.00 Cum. 733.62

rock by welding including shoring,

strutting and dewatering as necessary

and disposing of the excavated stuff as

12 Providing & casting in situ ordinary 87.00 Cum. 4013.53

cement 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.

13 Supplying and fixing reinforced concrete 45.00 Rmt. 3691.55

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 lead.

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

specification and reference to book of figure

specifications)

14 Providing and laying in position FE 500D 0.65 MT. 73858.68

TMT bar reinforcement including cutting,

bending, hooking and tying complete as

per detailed drawings .

15 Demolition of Brick work and stone 84.00 Cum. 576.29

masonry including stacking of

serviceable materilas and disposal of

unserviceable materials with all lead and

lift.(ii) In Cement Mortar.

16 Hazard Marker Sign :-Providing and fixing 4.00 No. 3518.68

sign 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

17 Providing and fixing ordinary Kilometer 4.00 No. 1293.38

stone of precast C.C. 1:2:4 including

necessary reinforcement as per I.R.C.

type design in C.C. 1:4:8 including letter

and paints etc. complete

18 Providing and fixing Hectometer as per 13.00 No. 356.49

I.R.C. type design including painting,

lettering etc. complete.(ii) Fixing in C.C.

19 Providing and fixing guard stone as per 200.00 No. 106.01

I.R.C. type design including white

washing etc. complete.(i) Fixing in Earth

20 Providing and fixing indicator stone of 152.00 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

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

specification and reference to book of figure

specifications)

21 Village name Sign :-Providing and fixing sign 2.00 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 Cautionary Warning Sign :-Providing and 6.00 No. 3906.18

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 x 90 x 90 cms.

equilateral triangle 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

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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 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

24 Providing and fixing of typical 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 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 required 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

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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 Type-A, "W": Metal Beam Crash Barrier 3300.00 Rmt. 3344.11

(Providing and erecting a "W" metal beam

crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm

above road/ground level, fixed on ISMC

series channel vertical post, 150 x 75 x

mm spaced 2 m center to center, 1.8 m

high, 1.1 m below ground/road level, all

steel parts and fitments to be galvanised

by hot dip process, all fittings to conform

to IS:1367 and IS:1364, metal beam rail to

be fixed on the vertical post with a spacer

of channel section 150 x 75 x 5 mm,

mm long complete as per clause 811)

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

Jamnagar. 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

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,

Jamnagar. Jamnagar

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