Improvement of Pithad Rasnal Timbdi Road of Jodiya Taluka Under Kishan path Yojana Package No. JAM/KP/ RS/Jodiya /2025-26 / P-24. (3rd Try)

Name of Work:- Improvement of Pithad Rasnal Timbdi Road of Jodiya Taluka Under Kishan

path Yojana Package No. JAM/KP/ RS/Jodiya /2025-26 / P-24 Taluka : Jodiya Dist: Jamnagar.

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 6158.00 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 7104.73 Cum. 23.17

with Vibratory roller including filling in

depressions which occur during the process

3 Providing and laying wet mix macadam base 320.00 Cum. 1109.99

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

work, spreading in to grade and camber with

paver/mechanical means and consolidation

each layer with vibratory roller to aschieve

the desired density including cost of material

labour plant and equipment etc. complete.

4 Scarifying gravelled macadam or bitumen 1613.00 Sqm, 42.59

macadam surface 6 cm to 10 cm.depth

including stacking useful materials on road

side and disposing off remaining stuff.

5 Providing and applying hincol made or 1613.00 Sqm, 63.70

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 1204.00 MT. 2315.93

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

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.

1 of 9 DTP of Kishan path Pkg-24 11-25.xls

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

specification and reference to book of figure

specifications)

7 Providing, laying and rolling of 50 mm 1766.00 MT. 4116.76

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

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

8 Providing and laying 20mm thick average for 739.00 MT. 3473.39

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 Dismentaling the existing structure including 136.00 Cum. 952.51

removing and stacking the dismentelled

materials as and where directed. (A) R.C.C.

10 Dismentaling the existing structure including 252.00 Sqm, 418.96

removing and stacking the dismentelled

materials as and where directed. (B) Rubble

11 Providing and laying cement concrete 1:3:6 (1- 285.00 Cum. 3286.54

cement: 3-Coarse sand : 6- Crushed stone

aggregates 40mm nominal size) and curing

completed excluding cost of formwork.

12 Providing and casting in situ Ordinary trimix 181.00 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

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

specification and reference to book of figure

specifications)

13 Providing all time temporary Diversion 500.00 Rmt. 1106.96

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.

14 Excavation for foundation in hard murrum and 1109.00 Cum. 625.63

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 .

15 Excavation in large boulders and soft rock by 918.00 Cum. 733.62

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

16 Providing and fixing mild steel dowel bars of 162.00 Rmt. 450.06

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 directed.

17 Providing and filling in foundation with 1059.00 Cum. 4102.33

ordinary cement concrete M-200 mix and

providing necessary vertical pin-headers

including formwork, vibrating ramming and

curing complete.

18 Providing and filling renches of labour 150.00 Cum. 3251.24

charges -excavator in rocky strata with

ordinary cement concrete M-100

19 Providing & Casting in situ ordinary cement 1968.00 Cum. 3938.30

concrete m-150 mix and providing necessary

in headers including shuttering, scaffolding,

laying, vibrating, curing and finishing comp.

without V - grooves.

20 Providing & Casting in situ ordinary cement 393.00 Cum. 4308.34

concrete m-200 mix and providing necessary

in headers including shuttering, scaffolding,

laying, vibrating, curing and finishing comp.

without V - grooves.

21 Providing & laying weep hole in Aburtments, 142.00 No. 88.75

and returns by using A.C. pipe of 100mm

including laying in proper grede and jointing

the completed as per detailed specification.

22 Providing and casting in situ ordinary cement 39.00 Cum. 4814.20

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.

23 Providing and fixing in position Mild steel 36.00 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.

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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 Providing and fixing in position Mild steel 36.00 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

25 Providing and casting in situ ordinary cement 260.00 Cum. 4895.88

concrete M-250 for R.C.C. solid slab including

centering, scafolding curing and finishing

26 Providing Pre-moulded asphalt filler joints as 33.00 Sqm. 703.52

per drawings.(A) 12mm

27 Providing and casting in situ ordinary cement 85.00 Cum. 4461.65

concrete M-250 for average 75mm thick

wearing coat laid as directed including

temping , vibrating, finishing curing and filling

in joints with bitumen complete.

28 Providing and casting in situ ordinary cement 50.00 Cum. 4461.65

concrete M-250 for kerb/kerb block including

form work curing and finishing complete.

29 Providing and laying in position FE 500D TMT 11.63 MT. 73858.69

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

30 Providing and placing in position FE 415 TMT 38.00 MT. 64071.68

bar reinforcement including cutting, bending,

hooking, and tying complete as per detailed

drawing.(A) Solid Slab. (B) RCC Kerb © RCC

Footpath (D) RCC approach slab (E) Wearing

31 Providing and laying - Fitter Media 600mm 123.00 Sqm. 1268.86

thick directed at the back of abutments,

returns and wing walls as per detailed

specifications.

32 Providing and fixing Number plate of Marble 1.00 No. 306.14

plate stone of required size set in C.M. 1:4

including finishing and engeaving letters etc.

33 Providing G.I. 100mm diameter water spouts 24.00 No. 536.02

including necessary iron gratings as per

34 Painting three coats after filling the surface 284.00 Sqm. 129.93

with synthetic enamel paint in all shades on

new plastered concrete surfaces and as per

relevant clauses including cost of paint etc

35 Diversion of water course, providing 1.00 No. 25250.00

cofferdam and bund or island as may be

necessary for foundation and maintaining the

same for the period as may be necessary. (F)

Abutment Left (including returns/ wing walls)

36 Earthwork for embankment including 135.00 Cum. 182.14

breaking clods, dressing with all lead and lift

and including watering rolling and

consolidation of subgrade in layers at O.M.C.

to required dry density including filling the

depression which occur during the process

using power roller 8T to 10T.(E) From Borrow

area within all lead

4 of 9 DTP of Kishan path Pkg-24 11-25.xls

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

specification and reference to book of figure

specifications)

37 Constructing of granular sub-base GR-1 by 77.00 Cum. 858.50

providing course graded B.T. machine

crushed material satisfying MOST

specification of grading -I including spreading

in uniform layer with motor graded on

prepared surface mixing by mix in place

method with rotavator at OMC and

compacting with vibratory roller to achieve

the dsired density etc complete.

38 Providing and fixing ordinary Kilometer stone 5.00 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.)

39 Providing and fixing Hectometer as per I.R.C. 20.00 No. 116.07

type design including painting, lettering etc.

complete.(i) Fixing in Earths

40 Providing and fixing guard stone as per I.R.C. 525.00 No. 106.01

type design including white washing etc.

complete.(i) Fixing in Earth

41 Proviidng and fixing Indicator stone of 223.00 No. 102.84

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

including white washing etc complete . Fixing

42 Village name Sign :-Providing and fixing sign 3.00 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

5 of 9 DTP of Kishan path Pkg-24 11-25.xls

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

specification and reference to book of figure

specifications)

43 Hazard Marker Sign :-Providing and fixing 12.00 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

44 Cautionary Warning Sign :-Providing and 6.00 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 refiectivesheeting 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 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 9 DTP of Kishan path Pkg-24 11-25.xls

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

specification and reference to book of figure

specifications)

45 Road marking with hot applied thermoplastic 127.00 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.

46 Cat Eye / Road Stud / RPM: Supplying Raised 139.00 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.

7 of 9 DTP of Kishan path Pkg-24 11-25.xls

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

specification and reference to book of figure

specifications)

47 Providing and fixing 'W' metal beam crash 200.00 Rmt. 6297.35

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.

8 of 9 DTP of Kishan path Pkg-24 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

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,

Dhrol. Jamnagar

9 of 9 DTP of Kishan path Pkg-24 11-25.xls