Construction of New Road from Bholeshwar Temple to Sevak Bhatiya Village (VR-NP) Km. 0/00 to 4/00 of Lalpur Taluka under BUJ MMGSY Yojna Package No. JAM/ BUJ/ MMSGY/NP /2025-26/P-13. (3rd Try)

Name of Work:- Construction of New road from Bholeshwar Temple to Sevak bhatiya Village

(VRNP) Km. 0/00 to 4/00 of Lalpur Taluka under BUJ MMGSY Yojna Package No. JAM/ BUJ/

MMSGY/NP /2025-26/P-13

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 including 1.60 Hect. 28455.09

uprooting wild vegetation, grass bushes,

shrubs, saplings and trees girth up to 300mm

removal of stumps of trees cut earlier and

disposal of unserviceable materials and

Stacking of serviceable materials to be use of

outioned upto a lead of 1000mt. including

removal and disposal of top organic soil not

exceeding 150mm in thickness. (C) BY

Mechanical means in area of Light Jungle.

2 Box cutting the road surface to proper slope 1880.00 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 Rolling and consolidation of soiling including 4698.00 Sqm. 22.74

filling the depressions whih occur during the

process with vibratory roller 80 to 100KN

4 Earthwork for embankment including 6150.00 Cum. 173.30

breaking clods, dressing with all lead and lift

(excluding watering and consolidation)(E)

From Borrow area within all lead.

5 Rolling and watering of earthwork in layers 8506.00 Cum. 23.17

with power roller including filling in

depressions which occur during the process.

6 Constructing of Granular Sub-Base Gr-I by 3225.00 Cum. 861.53

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 complete.

7 Providing and laying compacted WBM of 100 1134.00 Cum. 1300.88

mm thick single layer as per MORTH

specification using machine crushed M.C.

metal of size 45mm to 90 mm with using

Cu.m./ 10 Sq.m. stone screenings 13.2mm to

10mm nominal size andbinding materials @

0.08 Cu.m. / 10 Sq.m. including spreading in

uniform thickness, watering and consolidation

iwth vibratory roller 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 compacted WBM 75mm 1639.00 Cum. 1361.92

thick single layer as per MORTH specification

using machine crushed M.C. metal of size

45mm to 63 mm with using 0.16 Cu.m./

Sq.m. stone screenings 6mm to 10mm

nominal size andbinding materials @

Cu.m. / 10 Sq.m. including spreading in

uniform thickness, watering and consolidation

iwth vibratory roller etc complete .

9 Providing and laying and rolling 37.50mm 788.00 MT. 2581.56

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 2.50 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 equipments, tools, labour charges etc.

complete using contractor's own machinery in

accordance with the requirement of

10 Providing and laying 37.5 mm .thick B.M. With 867.00 MT. 3227.96

BT Aggregate VG-30 grade bitumen for Tack

coat @ 2.50 kg/10 sqm using crushed stone

aggregate 0.66 cum/ MT as per MORTH&H

Specification & VG-30 grade bitumen for

mixing @35.00 Kg/l MT i.e. 3.5% of by weight

of total mix incl. heating and mixing by drum

mix plant and spreading the same with paver

finisher consolidation with vibratory roller

including cost of fuel, hire charges, all

necessary equipments, tools and plant, fire

wood, oil, kerosene labour changes etc

complete.( Using contractor's own Machinery)

11 Providing and laying 20 mm thick average for 483.00 MT. 3807.70

patchwork Mix seal surface using stone chips

@66% by weight, gradation as per MORTH

specification and using bitumin VG 30 grade

for mixing rate not less then 50.90KG/MT on

BT surface using stone chips as per MORTH

specification including heating the asphalt

and aggregates by hot mix plant and

spreading the same with paver finisher

including consolidation with vibratory roller

and providing, operating plant machineries,

equipments, tools, plants, oil, fire wood,

kerosene and all labour charges etc.

12 Excavation for foundation upto any depth 77.00 Cum. 442.91

including sorting out and stacking of

useful materials and disposing off the

excavated stuff upto all lead.(C) Hard

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

specification and reference to book of figure

specifications)

13 Excavation for foundation upto any depth 77.00 Cum. 458.30

including sorting out and stacking of

useful materials and disposing off the

excavated stuff upto all lead.(D) Soft rock not

requiring blasting.

14 Providing and filling in foundation with 498.00 Cum. 3362.25

ordinary C.C. M-100 mix and providing

necessary vertical pin headers including

formwork, vibrating, ramming and curing etc.

15 Providing and casting in situ Ordinary trimix 870.00 Cum. 5025.76

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

16 Providing & casting in situ ordinary cement 275.00 Cum. 3938.30

concrete M-150 mix and providing necessary

pin headers including shuttering, scaffolding,

laying, vibrating, curing and finishing

complete with V-Groves.(A) Height from

17 Supplying and fixing reinforced concrete 135.00 Rmt. 3598.63

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

18 Providing and laying in position FE 500D TMT 2.04 MT. 64687.35

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

19 Earthwork for embankment including 341.00 Cum. 111.85

breaking clods, dressing with all lead and lift

(excluding watering and consolidation)(A)

From Borrow pits within land width

20 Providing and fixing ordinary Kilometer stone 5.00 No. 1293.38

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 (For N.H., S.H. and M.D.R.)

21 Providing and fixing Hectometer as per I.R.C. 16.00 No. 356.49

type design including painting, lettering etc.

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

22 Providing and fixing guard stone as per I.R.C. 200.00 No. 106.01

type design 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)

23 Providing and fixing indicator stone of 184.00 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

24 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

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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 Hazard Marker Sign :-Providing and fixing 14.00 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

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

specification and reference to book of figure

specifications)

26 Cautionary Warning Sign :-Providing and 24.00 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

27 Direction (Junction) Sign :-Providing and fixing sign 2.00 No. 21287.50

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

6 of 8 DTP of Bholeshwar MMGSY P-13 04-26.xls

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

specification and reference to book of figure

specifications)

28 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

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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