Construction of New Road from Govana to Joining Apiya Kanvirdi road near village Apiya (VR NP) of Lalpur taluka under BUJMMGSY yojana Package No. JAM/BUJ/ MMGSY/ NP/ 2025-26/ P-09. (6th Try)

Name of Work:- Construction of New Road from Govana to Joining Apiya Kanvirdi road near

village Apiya (VR NP) of Lalpur taluka under BUJMMGSY yojana Package No. JAM/BUJ/

MMGSY/ NP/ 2025-26/ P-09

Taluka : Lalpur 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 2.50 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 12516.00 Cum. 173.30

breaking clods, dressing with all leads

and lifts (excluding watering and

consolidation) From Borrow Area within

3 Rolling and watering of earth work in 13627.00 Cum. 23.17

layers with Vibratory roller including

filling in depressions which occur during

the process as directed

4 Constructing of granular sub-base Gr-l by 4113.00 Cum. 884.76

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.

5 Providing & laying compacted WBM 2742.00 Cum. 1331.18

100mm thick in layer as per MORTH

specification using machine crushed M.C.

Metal of size 45mm to 63mm with using

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

6mm 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.

1 of 10 DTP of MMGSY P-09 09-25.xls

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

specification and reference to book of figure

specifications)

6 Providing & laying compacted WBM 3809.00 Cum. 1390.77

75mm thick Single layer as per MORTH

specification using machine crushed M.C.

Metal of sizę 45mm to 63mm with using

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

6mm 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.

7 Providing and laying and rolling 37.50mm 1876.00 MT. 2431.07

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

4 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

firewood, oil, kerosene, lubricants all

equipments, tools, labour charges etc.

complete using contractor's own

machinary in accordance with the

requirement of specification.

8 Providing and laying 37.5 mm thick B.M. 2064.00 MT. 2993.64

With 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/1 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)

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

specification and reference to book of figure

specifications)

9 Providing and laying 20 mm thick average 1151.00 MT. 3486.52

for 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 ashphalt and

aggregates by hot mix plant and

spreading the same with paver finisher

including consolidation wit vibratory

roller and providing, operating plant

machinaries, equipments, tools, plants,

oil, fire wood, kerosene and all labour

charges etc. complete.

10 Excavation in large boulders and soft 168.00 Cum. 733.62

rock by welding including shoring,

strutting and dewatering as necessary

and disposing of the excavated stuff as

11 Excavation in hard rock by dry-wet 84.00 Cum. 1715.19

blasting and chiselling including

dewatering preparing foundation base by

proper benching and stepping and

disposing of the excavated stuff as

directed.(B) prohibited Blasting. work.

12 Excavation in Hard murrum for foundation 191.00 Cum. 442.91

upto any depth including sorting out

and stacking of useful materials and

disposing off the excavated stuff upto all

13 Excavation in soft rock not requiring 179.00 Cum. 458.30

blasting for foundation upto any depth

including sorting out and stacking of

useful materials and disposing off the

excavated stuff upto all lead and lift.

14 Providing and fixing mild steel dowel bars 65.00 Rmt. 450.06

of minimum 32mm dia. for anchoring by

drilling holes in foundation strata

including necessary bending, hooking of

dowel bars and grouting the holes

complete as per detailed drawing and as

15 Providing and filling in foundation with 33.00 Cum. 3732.29

ordinary cement concrete M-150 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming

and curing 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)

16 Providing and filling in foundation with 122.00 Cum. 4102.33

ordinary cement concrete M-200 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming

and curing complete.

17 Providing and casting in situ ordinary 231.00 Cum. 4308.34

cement concrete M-200 mix and providing

necessary pin headers including

shuttering, scaffolding , laying, vibrating,

curing and finishing complete without V-

Groves (A) Height from 0.0 Mt. to 5.0 mt.

18 Providing & laying weep hole in 100.00 No. 88.75

Aburtments, and returns by using A.C.

pipe of 100mm including laying in proper

grede and jointing the completed as per

detailed specification.

19 Providing and casting in situ ordinary 23.00 Cum. 4814.20

cement concrete M-200 for R.C.C. works

in pier cap abutment cap and dirt wall

including controlled cement concrete M-

250 Bed block or pedestal or required

size below bearings as per detailed

drawings, centering, shuttering,

scaffoldiring, wherever necessary, laying

vibrating curing and finishing complete.

20 Providing and fixing in position Mild steel 12.00 No. 341.28

dowel bars in pier caps or abutment caps

for anchorage in fixed end as per detailed

drawings including cutting, bending and

welding complete.

21 Providing and fixing in position Mild steel 12.00 No. 399.69

dowel bars in pier caps or abutments

caps for anchorage in free end as per

detailed drawing including cutting,

bending and welding complete.

22 Providing and casting in situ ordinary 135.00 Cum. 4895.88

cement concrete M-250 for R.C.C. solid

slab including centering, scaffolding

curing and finishing complete.

23 Providing Pre-moulded asphalt filler 21.00 Sqm. 703.52

joints as per drawings.(A) 12mm

24 Providing and casting in situ ordinary 23.00 Cum. 4461.65

cement concrete M-250 for average

150mm thick wearing coat laid as

directed including temping , vibrating

finishing curing and filling in joints with

bitumen 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)

25 Providing and casting in situ ordinary 49.00 Cum. 4461.65

cement concrete M-250 for kerb/kerb

block including form work curing and

finishing complete.

26 Providing and laying in position FE 500D 21.00 MT. 73272.33

TMT 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 (D)Solid Slab, (E) R.C.C.

Kerb. (F) R.C.C. Footpath (G) R.C.C.

Approch slab.(H) Wearing Coat.

27 Providing and laying in position FE 500D 4.96 MT. 64687.35

TMT bar reinforcement including cutting,

bending, hooking and tying complete as

per detailed drawings.

28 Providing and laying - Fitter Media 76.00 Sqm. 1268.86

600mm thick directed at the back of

abutments, returns and wing walls as per

detailed specifications.

29 Providing and fixing Number plate of 1.00 No. 306.14

Marble plate stone of required size set in

C.M. 1:4 including finishing and

engeaving letters etc. completes.

30 Providing G.I. 100mm diameter water 12.00 No. 536.02

spouts including necessary iron gratings

as per drawings.

31 Painting three coats after filling the 166.00 Sqm. 129.93

surface with synthetic enamel paint in all

shades on new plastered concrete

surfaces and as per relevant clauses

including cost of paint etc complete.

32 Providing All time temporary Diversion 40.00 Rmt. 1768.36

suitable for traffic during the construction

period of the Bridge / Cd Work by levelling

existing ground including earthwork for

Embankment with Proper Rolling and

Watering, etc. done as per Directed by

Engineer-in-Charge.

33 Providing & filling in foundation with 296.00 Cum. 3362.25

ordinary cement concrete M 150 mix &

providing necessary vertical pin headers

including formwork, vibrating ramming

and curing complete.

5 of 10 DTP of MMGSY P-09 09-25.xls

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

specification and reference to book of figure

specifications)

34 Providing and casting in situ Ordinary 405.00 Cum. 4940.92

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.

35 Providing & casting in situ ordinary 674.00 Cum. 3938.30

cement concrete M-150 mix and providing

necessary pin headers including

shuttering, scaffolding, laying, vibrating,

curing and finishing complete without V-

Groves.(A) Height from 0.0 M. to 5.0 M.

36 Supplying & fixing reinforced concrete 210.00 Rmt. 3622.87

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

900 mm.dia with all lead

37 Earthwork for embankment including 315.00 Cum. 111.85

breaking clods, dressing with all lead and

lift (excluding watering and

consolidation)(A) From Borrow Pits

within land width

38 Providing and fixing ordinary Kilometer 7.00 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 (For N.H., S.H.

39 Providing and fixing Hectometer as per 27.00 No. 356.49

I.R.C. type design including painting,

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

40 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

41 Providing and fixing Indicator stone of 313.00 No. 102.84

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

including white washing etc complete .

Fixing in Earth.

6 of 10 DTP of MMGSY P-09 09-25.xls

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

specification and reference to book of figure

specifications)

42 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

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

43 Hazard Marker Sign :-Providing and fixing sign 30.00 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

7 of 10 DTP of MMGSY P-09 09-25.xls

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

specification and reference to book of figure

specifications)

44 Cautionary Warning Sign :-Providing and fixing sign 24.00 No. 3906.18

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size 90 x 90 x

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 reflective

sheeting 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 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 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

45 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

8 of 10 DTP of MMGSY P-09 09-25.xls

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

specification and reference to book of figure

specifications)

46 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

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 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

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.

9 of 10 DTP of MMGSY P-09 09-25.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

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

10 of 10 DTP of MMGSY P-09 09-25.xls