Resurfacing of Rural Road Under Budget Uchhak Jogvai (T) - 2025-26 Package No. - 15, Ta. - Bhiloda Dist. - Arvalli

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

1 Clearing and grubbing road land including 3.07 28455.08 Hect.

uprooting rank vegetation grass bushes,

shrubs, sapling and trees girth up to 300 mm

removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By

mechanical means in area of light jungle

2 Earthwork for embankment including breaking 3109.00 131.93 Cum

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. From Borrow area with all lead and lift.

3 Providing, laying, and compacting Hard 1226.00 274.20 Cum

Murrum for Road side shoulders including

spreading in uniform thickness, rolling with

vibratory roller 80-100 kN static wt. to proper

grade and camber including watering etc.

4 Box cutting the road surface to proper slope 878.00 109.05 Cum

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed.

5 Providing, laying, spreading and compacting 391.00 1435.64 Cum

stone aggregates of specific sizes to water

bound macadam (Grade-I) (B.T. Metal of size

45 to 90 mm) specification including spreading

in uniform thickness, hand packing, rolling with

3 wheeled steel/ vibratory roller in stages to

proper grade and camber, applying and

brooming requisite type of screening/ binding

Materials to fill up the interstices of coarse

aggregate, watering and compacting to the

required density.

6 Providing, laying, spreading and compacting 946.00 1401.81 Cum

stone aggregates of specific sizes to water

bound macadam (Grade-II) (B.T. Metal of size

45 to 63 mm) specification including spreading

in uniform thickness, hand packing, rolling with

3 wheeled steel/ vibratory roller in stages to

proper grade and camber, applying and

brooming requisite type of screening/ binding

Materials to fill up the interstices of coarse

aggregate, watering and compacting to the

required density.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

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book of specifications)

7 Providing and applying Tack coat, using VG- 2400.00 17.87 Sqmt

30 bitumen at the rate 4.0 kg. / 10 sq.m. on

W.B.M./ W.M.M. surface including cleaning the

surface etc. complete.

8 Providing and applying Tack coat, using VG- 42459.00 11.34 Sqmt

30 bitumen at the rate 2.5 kg. / 10 sq.m. on

B.T. surface including cleaning the surface etc.

9 Providing & laying 50.00 mm thick Bituminous 5397.00 2561.13 M.T.

macadam using B.T. stone aggregate as per

required gradation with asphalt of VG-30 at

the rate of 3.40 % i.e. 34.0 Kg/ M.T. by weight

mix including heating & mixing in drum mix

plant transporting the mix spreading the same

by paver finisher and consolidation by vibratory

roller as per MORT&H specification including

cost of all materials fuel, labours, tools and

plant etc using contractors own drum mix plant

etc. comp.

10 Providing & laying 20mm thick premix seal 2066.00 3220.21 M.T.

surfacing using specified graded machine

crushed aggregates with VG-30 grade

bitumen at the rate of 5.1 % i.e. 51.0 Kg/ M.T.

by weight mix including heating & mixing in

drum mix plant transporting the mix spreading

the same by paver finisher and consolidation

by vibratory roller as per MORT&H

specification including cost of all materials fuel,

labours, tools and plant etc. comp. and

flushind sand @ rate of 0.30 cmt / 100 smt.

11 Providing and fixing ordinary Kilometer stone 6.00 704.33 No.

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.)

12 Providing and fixing Hectometer as per I.R.C. 39.00 356.50 No.

type design including painting, lettering etc.

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

13 Providing and fixing indicator stone of 539.00 343.27 No.

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

C.C. 1:4:8 including white washing etc.

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

14 Providing and fixing guard stone as per I.R.C. 200.00 350.80 No.

type design including white washing etc.

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

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

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book of specifications)

15 Cautionary Warning Sign :- Providing and fixing 4.00 3379.54 No.

sing boards made out of 2mm aluminium sheet;

size 90 x 90 x 90 cms. equilateral triangle as per

design of IRC-67-1977. Pre treated 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

x 3mm, 75 x 75 x 6mm as required; painted with

best quality 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) Engineer

Grade (VR)

16 Facility Informatory Signs :-Providing and fixing 4.00 3856.90 No.

sing boards made out of 2mm aluminium sheet;

size 80 x 60 cms. rectangle as per the design of

IRC-67-1977 pre treated with phospheting

process & acid teching; 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 postand frame fabricated from suitable

size iron angle of 35 x 35 x 3 mm 75x75x6 mm

as required; painted with best quality epoxy

coatings in black and white bends. the details of

symbol for eachboard shall details of symbol for

eachboard 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 x45 x 60 cms. for each

leg. including excavation curing etc. complete

under the supervision of engineer in charge. (A)

Engineer Grade (VR).

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

17 Regulatory/Mandatory signs : Providing and 4.00 3268.79 No.

fixing sing boards made out of 2mm aluminium

sheet; size 60 cms. diameter circle as per the

design of IRC-67-1977 pre treated with

phospheting process & acid eteching; 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

x 3mm 75x75x6 mm as required; painted with

best quality 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) Engineer

Grade (VR).

18 Providing and fixing Junction board of M.S. 7.00 5236.70 No.

plates and angles asper standard I.R.C. design

including fixing in C.C. 1:4:8 with necessary

excavation painting figuring and lettering on

board etc. complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

19 Chevron sign :- Providing and fixing sign boards 18.00 3711.75 No.

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

refiective sheeting 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 of

35x35x3 mm; painted with best quality 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

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. (A) Class-B Type-4 Retro Reflective

20 Hazard Marker Sign :- Providing and fixing sing 12.00 2423.74 No.

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

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 60 cms. for each leg.

including excavation curing etc. complete under

the supervision of engineer in charge. (A)

Engineer Grade (VR)

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

21 Road marking with hot applied thermoplastic 2676.00 367.72 Sqmt

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

mcd/m2/lux and Asphalt road shall be min

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.

22 BUJ Project Information Board: Providing and fixing of typical 4.00 8739.69 No.

PMGSY Project informatory sign board with Logo as per 1700 of

MORD specifications and drawing. The board will be a

composite unit consisting of Three Plates ACM (Aluminum

Composite Material), material specificaitons as per clause

17001.3. The top most plate will be of 3mm ACM in diamond

shape of 600x600mm size, riveted with MS angle iron frame of

25mmx 25mmx 5mm size on back on edges. The middle 4mm

ACM plate of will be 1220x 150mm size riveted with MS angle

iron frame of 25mmx 25mmx 5mm size on back on edges. The

main 4mm ACM lower most plate will be 1500mmx 600mm size,

riveted with MS angle iron frame of 25mmx 25mmx 5mm size.

Riveting of all the sheets over angle and flat iron frame will be

done neatly to have plain surface on one side. The angle iron

frame of lower most plate and flat iron frame of the middle plate

will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes

posts placed at 1125mm apart centre to centre. the top of the

middle plate will be flushed with the top of 75mm dia medium

steel tube posts and these posts will be embeded in cement

concrete M15 grade block of 450x450x600 mm below ground

level. The height of the bottom of the lower plate will be 1200mm

from normal ground level and the bottom of the middle plate will

be 100mm above the top level of the lower most plate. the

diamond shaped plate mounted over flat angle iron frame will be

connected to middle plate by square steel section of

47mmx47mm, thickness 12SWG having a spacing of 100mm

between the diamond shaped plate and middle plate and this

square section will be riveted to the bottom point of the diamond

shaped plate. BUJ logo, letters and numerals on the ACM

should be made up of Retro Reflective sheeting of Type-1 AEGP

Class-A grade as per the latest MORD section 1700 and IRC 67-

2012 specifications. Al the section of the frame and posts shall

be painted with primer and two coats of epoxy paint. The design,

painting and lettering shall be done as per the BUJ Signage

Guide and as directed by Engineer-In-charge. A warranty for

years for the Retro reflective sheeting for Class-A respectively,

from original manufacturer shall be submitted by contractor.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

23 Cat Eye / Road Stud / RPM: Supplying of Molded 1766.00 326.23 No.

Twin Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and

reflective panels with micro prismatic 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 DO III Dt 11.06.

The height, width and length shall not exceed

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

strength of detachment of the integrated

cylindrical shanks, (of diameter not less than

+/- 2 mm and height not less than 30+/- 2 mm)

from the body is to be a minimum value of

Kgf. Fixing will be by drilling holes on the road for

the shanks to go inside, without nails and using

epoxy resin based adhesive as per

manufacturers recommendation and The color of

the marker should be as per the IRC 35-2015

and as directed by Engineer-in-charge.

24 Excavation for foundatiuon upto 1.5 m depth 1212.00 253.85 Cum

incl. Sorting out & stacking of useful material &

disposing of the excavated stuff upto 50m.

Lead. (B) Dense or hard soil.

25 Providing and filling in foundation with ordinary 405.30 3345.58 Cum

cement concrete M- 100 mix and providing

necessary vertical pin headers including

formwork, vibrating, ramming and curing

26 Providing and filling in foundation with ordinary 1956.00 3715.63 Cum

cement concrete M- 150 mix and providing

necessary vertical pin headers including

formwork, vibrating, ramming and curing

27 Providing TMT Bar FE 500D reinforcement for 17468.00 77.29 Kg.

R.C.C. work including bending, binding and

placing in position complete upto floor two

28 Providing and laying Weep hole in abutment 236.00 86.73 No.

and return by using PVC. pipe of 100 mm dia

including laying in proper grade and joining

complete etc as per details specification.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

29 Providing and laying - Fitter Media 600mm 602.00 1238.93 Sqmt

thick directed at the back of abutments,

returns and wing walls as per detailed

specifications.

30 White washing with lime on wall surface (two 1312.00 12.73 Sqmt

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust; mortar drops and other foreign

31 Supplying and fixing reinforced concrete heavy 187.50 5560.01 Rmt

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) 1200mm dia.

32 Providing Kachha Diversion may be 6.00 5050.00 No.

necessary for traffic and maintaining the same

for the period as may be necessary as directed

by engineer in charge.

33 Dismentalling the existing structure including 6.00 5050.00 No.

removing & stacking the dismentalled

materials as and where directed including

Dismental Credit.

34 Providing & casting in situ Controlled cement 1152.00 5339.54 Cum

concrete M - 250 for Cement Concrete Road

laid as directed including tamping, vibrating,

finishing, curing, and filling in joints with

bitumen complete.

35 Compaction and finishing of cement concrete 6155.00 73.14 Sqmt

road by trimix process providing extra labour

charges for the trimix vacum dewatering

service process on cement concrete road

surface by using vacum dewatering pump

floater surface vibrator including making

rough finish to surface as per in including

levelling the complete.

36 Providing and adding & laying surface 18465.00 15.15 Kg.

Hardener in Cement Concrete grade-M25 at

the rate of 3.0 Kg/Sqmt & spreading on

flooring as per directed and instructed by

Engineer in Charge etc. comp.

37 Dismentaling the existing structure including 518.00 930.23 Cum

removing and stacking the dismentelled

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

38 Providing and fixing ordinary Kilometer stone 5.00 1293.39 No.

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. and M.D.R.)

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

39 Cautionary Warning Sign :- Providing and fixing 2.00 3906.19 No.

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

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 refiective sheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.

Specifications; 3.6 mtr long stand post of Iron

Angle75 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 best

quality 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

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 testreport from third party test lab for

the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

40 Facility Informatory Sign :- Providing and fixing 2.00 3990.64 No.

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

x 60 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

retrorefiective 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 x75 x 6mm /

65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x

x 3mm; painted with best quality 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.

41 Regulatory / Mandatory Sign :-Providing and 2.00 3540.12 No.

fixing sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum composite Panel);

size 60 cms. Dia Circle 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 epoxypaint ;

reflectorised with High Intensity Prismatic Grade

retrorefiective 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 x75 x 6mm /

65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x

x 3mm; painted with best quality 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.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

42 A Providing and erecting a Single "W" metal 560.00 4668.86 Rmt

beam crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm

above road / ground level, fixed on ISMC

series channel vertical post, 150 x 75 x 5 mm

spaced 2.0 m centre to centre , 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 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 5 mm, 330 mm long , Fixed in M-25

Grade Concrete 1.1 x 0.5 x 0.5 complete as

per clause 810. Reflector type-4 class - B

High Intensity grade at Every Post as per

drawing complete as per clause

Total Rs.

Rupees Four Crore Eighty Lakh ThirtyFour Thousand SixtySix and Paisa Twelve Only

I / We / am/are willing to carry out the work at ________________________________% above / below

percent (should be written in figure and words) of the estimated rates mentioned above. Amount of

my/our tender Works out as under.

Estimated Amount Estimated Amount

put to tender Rs. _________ put to tender Rs. _________

Deduct_______% below Add_______% above

Net Rs._________ Net Rs._________

in words ___________ in words ___________

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by

the Engineer-In-Charge for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills.

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt.

G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in

R.C.C. items where there is a change as per actual mix design the cost of difference of cement

consumption have been deducted from the rate of original item at the rate of input rate mentioned

in all the tender.

Signature of Contractor

Dy. Executive Engineer Executive Engineer

Panchayat R.&B. Sub Division Panchayat R.&B.Division

Bhiloda Modasa