Construction of Motivavdi to DhunDhoraji Road Ch. 0/00 To 2/90 km (Non-plan) of Kalavad taluka Under SCSP MMGSY Yojna Package No. JAM/ SCSP / MMSGY/NP/2025-26/P-16. (2nd Try)

Name of Work:- Construction of Motivavdi to DhunDhoraji Road Ch. 0/00 To 2/90 km (Non-plan)

of Kalavad taluka Under SCSP MMGSY Yojna Package No. JAM/ SCSP / MMSGY/NP/2025-26/P-

Taluka : Kalavad. 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 1.00 Ha. 28455.09

including uprooting rank vegetation grass

bushes , shrubs, spalning and trees girth

up to 300 mm removal of stumps of treess

cut earlier and disposal of unserviceable

material (C) By mechanical means in area

of light jungle

2 Earthwork for embankment including 9032.00 Cum. 167.58

breaking clods, dressing with all leads

and lifts (excluding watering and

consolidation) (A) From Borrow area

within all lead.

3 Rolling and watering of earthwork in layer 9032.00 Cum. 23.17

with vibratory roller 8-10 tonne including

filling in depressions which occur during

4 Providing and laying granular sub-base 3259.00 Cum. 676.70

Grade-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%,

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.

5 Providing and laying WBM of 100 mm 1525.00 Cum. 1221.33

thick machine crushed B.T. metal (free of

disintegrated pieces of deleterious and

organic matter ) of size 45mm to 90 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. complete and

grading as per I.R.C. code with all lead.

1 of 10 DTP of MMGSY P-16 12-25 (Recovered).xls

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

specification and reference to book of figure

specifications)

6 Providing and laying WBM in 2 layer of 75 1435.00 Cum. 1225.42

mm thick each of machine crushed B.T.

metal (free of disintegrated pieces of

deleterious and organic matter ) of size

40mm to 63 mm in required layers with

using 21% screening material of 6 to

mm size and 10 % stone dust as filler

including spreading rolling watering and

consolidatation by vibratory roller etc.

complete and grading as per I.R.C. code

7 Providing and applying hincol made or 9563.00 Sqm. 64.64

eqvivalent grade priming coat with

emulsion (SS-1) at the rate of 7.50 kg/

Sqm including cost of emulsion and

preparing the surface, heating, and

applying etc. complete.

8 Providing and laying 37.50 mm thick Built 732.00 MT. 2238.16

up spray grout in one layers using black

crushed stone aggregate as per

gradation and specification including

using VG-30 for tackcoat at the rate of

Kg/10 Sqm on surface by mechanical

sprayer and bitumen of VG-30 grade

mixing at the rate of 19.90 Kg/ MT by

weight of total mix ( i.e.1.99 % ) including

heating and mixing the aggregate and

bitumen by continuous batching drum mix

plant, transporting the mix and spreading

the same by paver finisher and

consolidation with vibratory roller

including cost of all materials, fuel,

labours, tools and plants. using

contractor's own drum mix plant and

machineries etc. complete in accordance

with the requirement of specification.

9 Providing, laying and rolling of 25 mm 513.00 MT. 2931.02

thick open graded premix bituminious

carpet with B.T. aggregate as specified

and using bitumen VG-30 for tackcoat at

the rate of 2.5 Kg/10 Sqm on BT surface

and using bitumen VG-30 for mixing with

aggregate at the rate of 3.36 % i.e.

Kg/ MT of total mix including heating and

mixing in drum mix plant, spreading the

same with paver finisher and

consolidation with vibratory roller

including necessary fire wood, oil,

lubricants, labor charges etc. using

contractor's own batch/drum mix plant

and equipment, tools etc. completed in

accordance with the requirement of

2 of 10 DTP of MMGSY P-16 12-25 (Recovered).xls

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

specification and reference to book of figure

specifications)

10 Providing & laying Mix Seal Surface 20mm 449.00 MT. 3359.26

thick with B.T. aggregate as specified and

bitumen VG-30 for mixing with aggregate

at rate of 5.09 % l.e. 50.90 Kg /MT 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.

complete in accordance with the

requirement of specification.

11 Excavation for foundation in hard murrum 649.00 Cum. 625.37

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.

12 Excavation in large boulders and soft 482.00 Cum. 733.62

rock by wedging including shoring

strutting and dewatering as necessary

and disposing of the excavated stuff as

13 Providing and filling in foundation with 667.00 Cum. 3362.24

ordinary C.C. M-100 mix and providing

necessary vertical pin headers including

formwork, vibrating, ramming and curing

14 Providing & Casting in situ ordinary 2494.00 Cum. 3938.30

cement concrete M-150 mix and providing

necessary in headers including

shuttering, scaffollding, laying, vibrating,

curing and finishing comp. without V -

15 Supplying & fixing reinforced concrete 252.50 Rmt. 5760.94

heavy duty non pressure pipes without

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) 1200 mm. with all lead.

16 Providing and laying in position FE500D 12.49 MT. 73858.69

TMT bar for temperature reinforcement

for mass concrete including cutting,

bending, hooking and tying complete as

per detailed drawings and as required

3 of 10 DTP of MMGSY P-16 12-25 (Recovered).xls

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

specification and reference to book of figure

specifications)

17 Providing temporary all weather and fair 325.00 Rmt. 457.74

weather diversion suitable for traffic

during the construction period of the

bridge including providing necessary

drains and all safety measure including

red/lamps/signal at night for traffic etc.

18 Providing and casting in situ Controlled 986.00 Cum. 5922.64

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.

19 Providing and fixing ordinary kilometer 6.00 No. 704.33

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

necessary reinforcement as per I.R.C.

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

lettering and painting etc. complete.

20 Providing and fixing Hectometer stone as 14.00 No. 356.49

per I.R.C. type design including lettering

and painting etc. complete. (I) Fixing in

21 Providing and fixing Guard Stone as per 450.00 No. 106.01

I.R.C. type design including white

washing etc. complete. Fixing in Earth.

22 Providing and fixing Indicator Stone of 155.00 No. 102.84

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

including white washing etc. complete.

Fixing in Earth.

23 Providing and fixing Junction board of 5.00 No. 5236.69

M.S. plates and angle as per standard

I.R.C. design including fixing in C.C. 1:4:8

with necessary excavation painting,

figuring and lettering on board

24 Supplying and fixing road sign board of 18.00 No. 3072.98

M.S. 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.

4 of 10 DTP of MMGSY P-16 12-25 (Recovered).xls

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

specification and reference to book of figure

specifications)

25 Providing and fixing Village name board 2.00 No. 3437.59

as per Standard I.R.C. type design of

steel plate including painting lettering

etc. complete with fixing in C.C. 1:4:8

block with necessary excavation.

26 Hazard Marker Sign :-Providing and fixing 22.00 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

5 of 10 DTP of MMGSY P-16 12-25 (Recovered).xls

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

specification and reference to book of figure

specifications)

27 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 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

28 Road marking with hot applied 739.00 Sqm. 367.72

thermoplastic 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.

6 of 10 DTP of MMGSY P-16 12-25 (Recovered).xls

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

specification and reference to book of figure

specifications)

29 Cat Eye / Road Stud / RPM: Supplying 853.00 No. 326.23

Raised Pavement Markers made of

polycarbonate and ABS moulded body

and reflective panels with Micro prismatic

lens (No Glass bead lens) capable of

providing total internal reflection of the

light entering the lens face and shall

support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and

complying to Specifications of Category A

of MORTH Circular No RW/NH/33023/10-

97 Ð DO III Dt 11.06. 1997. The height,

width and length shall not exceed 20 mm,

130 mm and 130 mm and with minimum

reflective area of 13 Sqcm on each side

and the slope to the base shall be 35 +/-

degree. The body of the marker should

having finger grip for easy and accurate

placement and application with epoxy /

bituminous Adhesive as recommended by

the manufacturer of the marker. The color

of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-

30 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.

7 of 10 DTP of MMGSY P-16 12-25 (Recovered).xls

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

specification and reference to book of figure

specifications)

31 Chevron sign :-Providing and fixing sign 80.00 No. 3711.75

boards made out of 1.5mm aluminium sheet /

3mm ACP (Aluminum composite Panel); size

60x50cm 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; 3.3 mtr 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

of35x35x3mm; 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. (A) Class-B Type-4

Retro Reflective sheeting

32 Providing and fixing 'W' metal double 350.00 Rmt. 4691.45

beam crash barrier comprising of 3 mm

thick corrugated sheet metal beam rail

cm above road/ground level fixed on ISMC

channel vertical post 150mm x 75m x

5mm size erected at 1.5Mt. 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 confirm to IS:1367 and IS

metal beam rail to be fixed on the vertical

post with a spacer of chsnnel section

150x75x5 mm,330mm long complete as

8 of 10 DTP of MMGSY P-16 12-25 (Recovered).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 flood gauge in C.C. 4.00 No. 2003.84

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)

34 Informatory Signs : Providing and fixing 4.00 No. 3856.89

sing boards made out of 2mm aluminium

sheet; size 80 x 60cms. rectangle as per

the design of IRC-67-1977 pre treated

with phospheting process & acid teching;

coated with one coat of epoxyprimer and

two coats of best qualityepoxy paint;

reflectorised with retro refiective

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

Specifications; 3.1m long stand postand

frame fabricated from suitable sizeiron

angle of 35 x 35 x 3mm75x75x6mm as

required; painted with best qualityepoxy

coatings in black and whitebends. the

details of symbol for eachboard shall

details of symbol for eachboard shall be

as per the instruction ofengineer in

charge. The fixing at site shall be in 1:2:4

CC block of size 45 x45 x 60cms. for each

leg. including excavation curing tec.

complete under the supervision of

engineer in charge.(A) Engineer Grade.

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

Kalavad. Jamnagar.

9 of 10 DTP of MMGSY P-16 12-25 (Recovered).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 / 10000092-IB-

Signature of Contractor :

Deputy Executive Engineer Executive Engineer

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

Kalavad. Jamnagar

10 of 10 DTP of MMGSY P-16 12-25 (Recovered).xls