Resurfacing of Ramela Dolpur Road Under Border Village - 2025-26,Ta. - Bhiloda Dist. - Arvalli

Item Rate In

(with brief specification and reference to Quantity Unit Amount

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book of specifications)

1 Clearing and grubbing road land including 0.36 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 633.00 131.93 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

3 Providing, laying, and compacting Hard 144.00 274.20 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 Providing, laying, spreading and compacting 117.00 1664.88 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.

5 Providing and applying Tack coat, using VG- 750.00 18.79 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.

6 Providing and applying Tackcoat, using VG- 3946.00 11.92 Sqmt

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

B.T. surface including cleaning the surface

etc. complete.

Description of Item

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(with brief specification and reference to Quantity Unit Amount

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book of specifications)

7 Providing & laying 37.50mm thick Bituminous 420.00 2159.36 M.T.

grout base course using B.T. stone aggregate

as per required gradation with asphalt of VG-

30 grade at the rate of 1.99% i.e. 19.90 Kg/

M.T. 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.

8 Providing and laying 25 mm thick premix 247.00 2961.44 M.T.

asphalt carpet using 0.66 cmt per 1 MT. mix

with M.C. stone agg. with VG-30 for tack coat

@2.5 kg. / 10 Sqmt BT surface and using

asphalt VG-30 of 33.60 kg .ie. 3.36 % by

Drum Mix Plant & spreading the same by

paver finisher with vibratory roller 80 to

KN. static wt. incl. providing all equipments

tools and plants, fire wood, oil, kerosene,

labour charges etc. complete with contractor's

own machineries, etc. complete.

9 Providing and laying bitumenous Seal coat 173.00 3156.23 M.T.

0.24 cmt / 10 smt. with machine crushed

aggregate using 45.00 kg. VG-30 of bitumen

per M.T. of total weight of mix agg. (4.50 % of

total weight of mix) by drum mix plant and

spreading the same by paver finisher and

consolidation with vibratory roller 80 to

KN static wt. incl. providing all materials

equipments, tools and plants, fire wood, oil,

kerosene, labour charges etc. comp &

flushing sand @ rate of 0.30.

10 Providing and fixing ordinary Kilometer stone 2.00 704.33 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.)

11 Providing and fixing Hectometer as per I.R.C. 5.00 356.50 No.

type design including painting, lettering etc.

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

12 Providing and fixing indicator stone of 70.00 343.27 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

13 Providing and fixing guard stone as per I.R.C. 26.00 350.80 No.

type design including white washing etc.

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

Description of Item

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(with brief specification and reference to Quantity Unit Amount

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14 Cautionary Warning Sign :- Providing and fixing 2.00 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

35 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)

15 Facility Informatory Signs :-Providing and fixing 2.00 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

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(with brief specification and reference to Quantity Unit Amount

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book of specifications)

16 Regulatory/Mandatory signs : Providing and 2.00 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

35 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).

17 Providing and fixing Junction board of M.S. 2.00 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

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(with brief specification and reference to Quantity Unit Amount

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book of specifications)

18 Chevron sign :- Providing and fixing sign boards 6.00 3711.75 No.

made out of 1.5mm aluminium sheet / 3mm

ACP (Aluminum composite Panel); size 60x50

cm 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;

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 sheeting

19 Hazard Marker Sign :- Providing and fixing sing 2.00 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

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 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)

20 Road marking with hot applied thermoplastic 402.00 367.72 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.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

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book of specifications)

21 Border Village Project Information Board: Providing and fixing 1.00 8739.69 No.

of typical 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 600x 600mm 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 450x

450x 600mm 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.

MMGSY 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 MMGSY 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)

22 Cat Eye / Road Stud / RPM: Supplying of 274.00 326.23 No.

Molded 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. 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

+/- 5 degree. The strength of detachment of the

integrated cylindrical shanks, (of diameter not

less than 19 +/- 2 mm and height not less than

30+/- 2 mm) from the body is to be a minimum

value of 500 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.

23 Excavation for foundatiuon upto 1.5 m depth 270.00 253.85 Cum

incl. Sorting out & stacking of useful material

& disposing of the excavated stuff upto 50m.

Lead. (B) Dense or hard soil.

24 Providing and filling in foundation with 42.10 3345.58 Cum

ordinary cement concrete M- 100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

25 Providing and filling in foundation with 340.00 3715.63 Cum

ordinary cement concrete M- 150 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

26 Providing TMT Bar FE 500D reinforcement for 874.00 77.29 Kg.

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

placing in position complete upto floor two

27 Providing and laying Weep hole in abutment 66.00 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.

28 Providing and laying Fitter Media 600mm thick 140.00 1238.93 Sqmt

directed at the back of abutments, returns and

wing walls as per detailed specifications.

29 White washing with lime on wall surface (two 309.00 12.73 Sqmt

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust; mortar drops and other foreign

30 Supplying and fixing reinforced concrete 30.00 5560.01 Rmt

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) 1200mm dia.

31 Providing Kachha Diversion may be 1.00 5050.00 No.

necessary for traffic and maintaining the

same for the period as may be necessary as

directed by engineer in charge.

32 Dismentalling the existing structure including 1.00 5050.00 No.

removing & stacking the dismentalled

materials as and where directed including

Dismental Credit.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

33 Supplying and fixing reinforced concrete 15.00 659.99 Rmt

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. (i) 300mm dia.

Total Rs.

Rupees FourtyEight Lakh TwentyFour Thousand Six Hundred FourtyNine and Paisa

SeventyEight 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