Improvement of Morana Meghpar Jashapar Road of Jodiya Taluka Under Kishan path Yojana Package No. JAM/KP/ RS/Jodiya /2025-26 / P-23 Taluka : Jodiya Dist: Jamnagar. (2nd Try)

Name of Work:- Improvement of Morana Meghpar Jashapar Road of Jodiya Taluka Under

Kishan path Yojana Package No. JAM/KP/ RS/Jodiya /2025-26 / P-23 Taluka : Jodiya Dist:

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 3370.00 Cum. 173.30

breaking clods, dressing with all lead and lift

(excluding watering and consolidation)(B)

From Borrow area within all lead.

2 Rolling and watering of earth work in layers 4683.24 Cum. 23.17

with Vibratory roller including filling in

depressions which occur during the process

3 Providing and laying wet mix macadam base 1300.00 Cum. 896.88

course as per MORTH specification using

machine crushed B.T. chips as per required

gradation, mixing with required optimum

quantity of water, conveying the mix to site of

4 work, spreading

Providing in tocompacted

& laying grade and camber with

thick Single 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 @

Providing andSq.m. includinghincol

applying spreading

madein or 15675.00 Sqm, 63.71

eqvivalent grade priming coat with emulsion

(SS-1) at the rate of 7.50 kg/ 10 Sq.mt.

including cost of asphalt and preparing the

surface heating, and applying etc. complete.

6 Providing and laying 37.50 mm thick Built up 1649.00 MT. 2167.46

spray grout in One layers using black crushed

stone aggregate as per gradation and

specification including using bitumen VG-30

for Tackcoat 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 batching drum mix

plant, transporting the mix and spreading the

same by paver finisher and consolidation with

7 Providing, laying and rolling of 50 mm 2418.00 MT. 3078.48

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.e. 35Kg/ MT of

total mix including heating and mixing in drum

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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 20mm thick average for 1011.00 MT. 3334.01

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.

9 Box cutting the road surface to proper slope 2628.00 Cum. 111.85

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

10 Providing and laying cement concrete 1:3:6 (1- 1673.00 Cum. 3286.54

cement: 3-Coarse sand : 6- Crushed stone

aggregates 40mm nominal size) and curing

completed excluding cost of formwork.

11 Providing and casting in situ Ordinary trimix 2623.00 Cum. 5088.38

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

12 Providing all time temporary Diversion 200.00 Rmt. 980.71

suitable for traffic during the construction

period of the bridge/CD work by levelling

existing ground inlcuidng earthwork for

embankment and supplying and spreading

quarry spall in layer.

13 Excavation for foundation in hard murrum and 67.00 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 .

14 Excavation in large boulders and soft rock by 50.00 Cum. 733.62

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

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

specification and reference to book of figure

specifications)

15 Providing & Casting in situ ordinary cement 214.00 Cum. 3938.30

concrete m-150 mix and providing necessary

in headers including shuttering, scaffolding,

laying, vibrating, curing and finishing comp.

without V - grooves.

16 Providing and laying in position FE 500D TMT 1.04 MT. 73858.68

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

17 Providing and fixing ordinary Kilometer stone 7.00 No. 704.33

of approved hard stone as per I.R.C. type

design in C.C. 1:4:8 including painting and

lettering etc. complete (For O.D.Road,V.R.)

18 Providing and fixing Hectometer as per I.R.C. 28.00 No. 356.49

type design including painting, lettering etc.

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

19 Providing and fixing guard stone as per I.R.C. 400.00 No. 106.01

type design including white washing etc.

complete.(i) Fixing in Earth

20 Proviidng and fixing Indicator stone of 315.00 No. 102.84

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

including white washing etc complete . Fixing

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

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

22 Providing and fixing Village name boards as 3.00 No. 3437.59

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

3 of 8 SCH-B of Kishan path Pkg-23 11-25.xls

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

specification and reference to book of figure

specifications)

23 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

4 of 8 SCH-B of Kishan path Pkg-23 11-25.xls

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

specification and reference to book of figure

specifications)

24 Chevron sign :-Providing and fixing sign 24.00 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

25 Road marking with hot applied thermoplastic 2399.00 Smt 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 SCH-B of Kishan path Pkg-23 11-25.xls

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

specification and reference to book of figure

specifications)

26 Cat Eye / Road Stud / RPM: Supplying Raised 1263.00 Nos 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.

27 Providing and fixing 'W' metal beam crash 140.00 Rmt. 4810.63

barrier comprising of 3 mm thick corrugated

sheet metal beam rail 85 cm above

road/ground level fixed on ISMC channel

vertical post 150mm 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

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.

6 of 8 SCH-B of Kishan path Pkg-23 11-25.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 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 of 8 SCH-B of Kishan path Pkg-23 11-25.xls

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

specification and reference to book of figure

specifications)

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,

8 of 8 SCH-B of Kishan path Pkg-23 11-25.xls