Construction of Various Roads of Jamnagar taluka under SCSP MMGSY yojana Package No. JAM/SCSP/ MMGSY/ NP/ 2025-26/ P-07

Name of Work:- Construction of Various Roads of Jamnagar taluka under SCSP MMGSY yojana

Package No. JAM/SCSP/ MMGSY/ NP/ 2025-26/ P-07

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 Earthwork for embankment including 1759.50 Cum. 173.30

breaking clods, dressing with all leads

and lifts (excluding watering and

consolidation) From Borrow Area within

2 Rolling and watering of earth work in 2077.50 Cum. 23.17

layers with Vibratory roller including

filling in depressions which occur during

the process as directed

3 Constructing of granular sub-base Gr-l by 266.00 Cum. 825.17

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.

4 Providing & laying compacted WBM 577.00 Cum. 1537.22

150mm thick in layer as per MORTH

specification using machine crushed M.C.

Metal of size 45mm to 63mm 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.

5 Providing & laying compacted WBM 177.00 Cum. 1259.47

100mm thick machine crushed B.T. metal

of size 45mm to 90mm in required layers

with using 0.27 Cum/ 10 Sqm stone

screening material of 13.2 to 10mm

nominal size and binding material @

Cum/ 10 Sqm including spreading

rolling, watering and consolidation by

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)

6 Providing & laying compacted WBM 685.00 Cum. 1293.95

75mm thick machine crushed B.T. metal

of size 45mm to 63mm in required layers

with using 21% screening material of 6 to

10mm size and 10% stone dust as filler

including spreading , rolling, watering

and consolidation by vibratory roller etc

7 Earthwork in cutting including preparing 1677.00 Cum. 283.87

the slope and camber andstacking or

utilising the cutting stuff in bank as

directed upto 200 Meters from the end of

cutting with all lead and lift.(ii) Soft rock

not requiring blasting.

8 Providing and filling in foundation with 1156.00 Cum. 3360.74

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 1625.00 Cum. 5064.14

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 205.00 Cum. 423.16

Murrum upto all depth including sorting

and stacking of useful materials and

disposing off the excavted stuff upto all

11 Excavation for Foundation in Soft rock not 130.00 Cum. 444.03

requiring blasting upto all depth including

sorting and stacking of useful materials

and disposing off the excavted stuff upto

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

specification and reference to book of figure

specifications)

12 Providing & casting in situ ordinary 369.00 Cum. 3912.26

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.

13 Supplying and fixing reinforced concrete 80.00 Rmt. 3819.57

heavy duty non-pressure pipes with

collars for culverts carrying heavy traffic

as per IS 458-1991 specifications

including setting the pipes in C.M. 1:2

watering and laying (to level or slopes) of

class NP3 of following internal

daimeters.(v) 900mm dia.

14 Providing and laying in position FE 500D 2.36 MT. 73483.77

TMT bar reinforcement including cutting,

bending, hooking and tying complete as

per detailed drawings. (A) R.C.C. Kerb.

(B) R.C.C. Footpath (C) R.C.C. Approch

slab.(D) Wearing Coat.

15 Providing & laying weep hole in 167.00 No. 82.57

Aburtments, and returns by using A.C.

pipe of 100mm including laying in proper

grede and jointing the completed as per

detailed specification.

16 Earthwork for embankment including 146.00 Cum. 173.31

breaking clods, dressing with all lead and

lift (excluding watering and

consolidation)(E) From Borrow area

within all lead.

17 Providing and fixing ordinary Kilometer 1.00 No. 1290.56

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.

18 and M.D.R.)and fixing ordinary Kilometer

Providing 2.00 No. 853.30

stone of approved hard stone as per

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

painting and lettering etc. complete (For

19 Providing and fixing Hectometer as per 8.00 No. 356.49

I.R.C. type design including painting,

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

20 Providing and fixing guard stone as per 100.00 No. 100.10

I.R.C. type design including white

washing etc. complete.(i) Fixing in Earth

21 Providing and fixing Indicator stone of 56.00 No. 102.84

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

including white washing etc complete .

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)

22 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

23 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

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

specification and reference to book of figure

specifications)

24 Cautionary Warning Sign :-Providing and 12.00 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 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 sheeting

25 Providing and fixing of typical informatory 4.00 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 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

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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 Type-A "W": Metal beam crash barrier 989.00 Rmt. 3344.11

(Providing and erecting a "W" metal beam

crash barrier comprising of 3mm thick

corrugated sheet metal beam rail, 70 cm

above road/ground level, fixed on vertial post,

150 x 75 x 5mm spaced 2 m center to center

1.8m hight, 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 5mm , 330mm 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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