Construction of N.H. to Join Keshiya Approach Road Ch. 0/00 to 0/995 (NP) of Jodiya taluka under SCSP MMGSY Yojna Package No. JAM/ SCSP/ MMGSY/ NP/ 2025-26/ Jodiya/ P-15

Name of Work:- Construction of N.H. to Join Keshiya Approach Road Ch. 0/00 to 0/995 (NP) of

Jodiya taluka under SCSP MMGSY Yojna Package No. JAM/ SCSP/ MMGSY/ NP/ 2025-26/

Taluka : Jodiya 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 412.10 Cum. 128.70

breaking clods, dressing with all lead and lift

(excluding watering and consolidation)(B)

From Borrow pits within all lead.

2 Rolling and watering of earth work in layers 1501.85 Cum. 23.17

with Vibratory roller including filling in

depressions which occur during the process

3 Supplying , stacking, spreading and rolling of 497.50 Cum. 311.24

quarry spall on road side for hard side

shoulder of work as per specification

including filling the measure boxes of

standard size etc complete.

4 Providing and laying WBM of 100 mm thick 495.00 Cum. 843.70

machine crushed B.T. metal (free of

disintegrated pieces of deleterious and

organic matter ) of size 5mm to 90 mm in

required lavers with using 21% screening

material of 6 to 10 mm size and 10 % tone dust

as filler including spreading rolling altering

and consolidation by vibratory roller etc.

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

5 providing and laying WBM of machine 474.00 Cum. 834.26

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. complete

6 Clearing and grubbing road land including 0.18 Hact. 28455.06

uprooting rank vegetation grass bushes,

shrubs, sapling and trees girth up to 300mm

removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) by

mechanical means in area of light jungle

7 Box cutting the surface to proper slope and 648.00 Cum. 111.85

camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

8 Rolling and consolidation of soling including 1295.00 Sqm. 22.75

filling in depression which occur during the

process, with Power roller 8 tonne to

1 of 8 DTP of MMGSY Pkg-15 12-25.xls

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

specification and reference to book of figure

specifications)

9 Construction of un-reinforced, dowel jointed, 1399.00 Cum. 7214.43

plain cement concrete pavement over a

prepared sub base with concrete grade M300

coarse and fine aggregate conforming to IS

383, maximum size of coarse aggregate not

exceeding 25 mm, mixed in a batching and

mixing plant as per approved mix design,

transported to site, laid with a fixed form or

slip form paver, spread, compacted and

finished in a continuous operation including

provision of contraction, expansion,

construction and longitudinal joints, joint

filler, separation membrane, sealant primer,

joint sealant, debonding strip, dowel bar, tie

rod, admixtures as approved, curing

compound, finishing to lines and grades as

10 providing and applying hincol made or 205.00 Sqm. 63.30

equivalent grade priming coat with emulsion

(SS-I) at the rate of 780 kg/ 10 Sq.mt,

including cost of asphalt and preparing the

surface heating, and applying etc, complete.

11 providing and laving 37.50 mm thick Built up 16.00 MT. 2071.51

spray grout in One layers using black crushed

stone aggregate as per gradation and

specification including using bitumen VG-30

for Tackeoat at the rate of 2.50 Kg/10 Sqmt on

Surface by mechanical sprayer and bitumen

VG-30 grade for mixing at the rate of

Kg./ MT by weight of total mix ( i.e.1.99 % )

including heating and mixing the aggregate

and bitumen by continuous batcing drum mix

plant, transporting the mix and spreading the

same bv paver finisher and consolidation with

vibratory roller including cost of all materials.

fuel, labours, tools and plants using

contractor's own batch/drum mix plant and

machineries etc. complete in accordance

with the requirement of specification.

12 Providing, laving and rolling of 50 mm 23.00 MT. 2597.72

compacted thick B.M. in one layer with B. T.

aggregate as specified and using bitumen VG-

30 for tack coat at the rate of 2.50 Kg / 10 Sqm

and using bitumen VG-30 for mixing with

aggregate at the rate of 3.5% i,c, 35Kg / MT Of

total mix including heating and mixing in drum

mix plant, and transporting and spreading the

same by paver finisher and consolidation with

vibratory roller 80 to 100 Kn static weight

including necessary firewood, oil, lubricants,

labour charges, using contractor's own drum

mix plant, machineries and requirement, tool

etc. completed in accordance with the

requirement of specification.

2 of 8 DTP of MMGSY Pkg-15 12-25.xls

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

specification and reference to book of figure

specifications)

13 Providing and laying 20 mm thick average for 10.00 Cum. 3240.08

Mix seal surface using stone chips by weight,

gradation as per MORTH specification and

using bitumen VG 30 grade for mixing rate not

less then 50.90 kg/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 wit

vibratory roller and providing, operating plant

machineries, equipment's, tools, plants, oil,

fire wood, kerosene and all labour charges

14 Excavation for foundation in Hard murrum 97.00 Cum. 442.91

upto any depth including sorting out and

stacking of useful materials and disposing off

the excavated stuff up to all lead.

15 Excavation for foundation in Soft rock not 76.00 Cum. 458.30

requiring blasting upto any depth including

sorting out and stacking of useful materials

and disposing off the excavated stuff up to all

16 Excavation for foundation in hard murrum and 375.00 Cum. 625.37

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 .

17 Excavation in large boulders and soft rock by 281.00 Cum. 733.62

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

18 Providing and laying cement concrete (1- 664.00 Cum. 3286.54

Cement : 3- coarse sand : 6- Crushed stone

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork.

19 Providing & casting in situ ordinary cement 1266.00 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

20 Supplying and fixing reinforced concrete 45.00 Rmt. 3618.83

heavy duty non pressure pipes with collars for

culverts including setting and joining the

pipes in CM 1:2 watering and laying (to level

or slope) of I.S. class Np-3 900mm with all

21 Providing and laying in position FE 500D TMT 6.77 MT. 73858.69

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

3 of 8 DTP of MMGSY Pkg-15 12-25.xls

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

specification and reference to book of figure

specifications)

22 Hazard Marker Sign :-Providing and fixing 6.00 No. 2423.74

sing boards made out of 2mm aluminium

sheet; size 90 x 30cms. rectangle as as per

the design/drawing attached (IRC) pretreated

with phospheting process & acid etching;

coated with one coat of epoxy primer and two

coats of best quality epoxy paint;

reflectorised with retro refiective sheeting as

per latest M.O.S.T. Specifications; 3.1m long

stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm & 50 x 50 x

5mm painted with best quality epoxy coatings

The fixing at site shall be in 1:2:4 CC block of

size 45x45x 60cms. for each leg. including

excavation curing etc. complete under the

supervision of engineer in charge.(A)

Engineer Grade(VR)

23 Providing and fixing ordinary Kilometer stone 1.00 No. 704.33

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

reinforcement as per I.R.C. type design in

C.C. 1:4:8 including painting,lettering etc.

complete (For O.D. road V.R.)

24 Providing and fixing Hectometer as per I.R.C. 4.00 No. 356.49

type design including painting, lettering etc.

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

25 Providing and fixing guard stone as per I.R.C. 100.00 No. 106.01

type design including white washing etc.

complete.(i) Fixing in Earth

26 Providing and fixing Indicator stone of 44.00 No. 102.84

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

including white washing etc complete . Fixing

27 Supplying and fixing road sign board of M.S. plates 4.00 No. 3072.98

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

28 Providing and fixing Village name boards as per 2.00 No. 3437.59

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.

4 of 8 DTP of MMGSY Pkg-15 12-25.xls

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

specification and reference to book of figure

specifications)

29 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 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 500mm,

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

30 Road marking with hot applied thermoplastic 344.00 Sqm. 367.72

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.

5 of 8 DTP of MMGSY Pkg-15 12-25.xls

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

specification and reference to book of figure

specifications)

31 Cat Eye / Road Stud / RPM: Supplying Raised 349.00 No. 326.23

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 +/- 5 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-charge.

32 Direction (Junction) Sign :-Providing and 2.00 Nos 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

6 of 8 DTP of MMGSY Pkg-15 12-25.xls

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

specification and reference to book of figure

specifications)

33 Chevron sign :-Providing and fixing sign 12.00 Nos 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

34 providing and fixing 'W' metal beam crash 250.00 Rmt. 4808.61

barrier comprising of 3 mm thick corrugated

sheet metal beam rail 85 cm above

road/ground level fied on ISMC channel

vertical post 150mrn x 75m x 5mm size

erected at 1.5mtr center to center, 0.85 m

high aboveground [road /level and Fixing on

base plate Size 240* 320*16mm thick, all steel

parts and fitments to be galvanised by hot dip

process, all fittings to confirm to IS:1367 and

IS:1364, metal beam rail to be fixed on the

vertical post with a spacer of channel section

150x75x5 mm, 330mm long complete as per

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

Dhrol. Jamnagar.

7 of 8 DTP of MMGSY Pkg-15 12-25.xls

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

specification and reference to book of figure

specifications)

All work shall be carried out as per Public Works Department Handbook and other

specifications of Division or as directed.

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.

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.

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

4 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.

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

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,

Dhrol. Jamnagar

8 of 8 DTP of MMGSY Pkg-15 12-25.xls