Resurfacing of Various Roads in Olpad Taluka PKG:-3/OLP/MMGSY/Resurfacing/Road Furniture/3-RD/2026-27.Total 3 Road[1]Resurfacing of Bhandut-Selut Road Km 0/0 to 2/2, Ta.Olpad, Dist. Surat (Road Furniture Work)[2]Resurfacing of Lawachha Chorasi Road Ch. 0/0 to 1/300 Km Ta.Olpad, Dist. Surat (Road Furniture Work)[3]Resurfacing of Bhandut Ahirwas Road Ch. 0/0 to 1/800 Km Ta.Olpad, Dist. Surat (Road Furniture Work)

Name of Work:- Resurfacing of Various Roads in Olpad Taluka PKG:-

3/OLP/MMGSY/Resurfacing/Road Furniture/3-RD/2026-27.Total 3 Road[1]Resurfacing of

Bhandut-Selut Road Km 0/0 to 2/2, Ta.Olpad, Dist. Surat (Road Furniture Work)[2]Resurfacing of

Lawachha Chorasi Road Ch. 0/0 to 1/300 Km Ta.Olpad, Dist. Surat (Road Furniture

Work)[3]Resurfacing of Bhandut Ahirwas Road Ch. 0/0 to 1/800 Km Ta.Olpad, Dist. Surat (Road

Furniture Work)

Bill of Quantities

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Memorandum showing items of work to be carried out

Item of work Quantity Unit according to

1 Cautionary Warning Sign for Bump/Curve :-Providing 54.00 No. 1692.76

and fixing sing boards made out of 2mm aluminium

sheet; size 60 x 60 x 60 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 refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x 35 x

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

bestquality epoxy coatings in black andwhite bends. The

details of symbol foreach board shall be as per

theinstruction 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)

Engineer Grade.

2 Hazard Marker Sign :-Providing and fixing sing boards 6.00 No. 2423.74

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 fabriated 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)...

Item of work Quantity Unit according to

3 STOP/SPEED SIGN:-Providing and fixing sing boards 10.00 No. 3247.35

made out of 2mm aluminium sheet;shall be octagonal in

shape of 75 cm x 75 cm and shall have red background

and white border. The word "STOP" written in white (in

English or local language) with125 mm height letters,

centrally positioned. The height of the octagon and

border shall as per the design of IRC: 67-2012 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 post and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm 75x75x6mm 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

60cms. for each leg. including excavation curing tec.

complete under the supervision of engineer in

charge.(A) Engineer Grade.

4 Regulatory/Mandotary Sign-Providing & Fixing Sign 14.00 No. 3439.81

Board made out of 2 mm alluminium sheet,size 60 cms,

Diameter Circle as per design of IRC-67-2012 pre

treated with phospheting process & Acid teching,coated

with one coat of epoxy primerand two coats of best

quality epoxy paint,reflectorised with retro feflective

sheeting as per latest M.O.S.T. Specification,3.1 m long

stand post and frame fabricated from suitable size iron

angle of 35X35X3 mm 75X75X6 mm sas reuired painted

with best quality epoxy coating in black and white

bend,The detailes of symbol for each board shall be as

per the instyruction of engineer in charge.The fixing at

site shall be in 1:2:4 cc block of size 45X45X60 cms for

each leg,including excavation curing etc.complete under

the supervision of engineer in charge (A) Engineer

Item of work Quantity Unit according to

5 Chevron Sign :-Providing and fixing sing boards made 70.00 No. 3711.75

out of 1.5mm aluminium sheet/3mm ACP (Aluminium

composite panel) size 60 x 50cms rectanglular as as per

the design IRC-67-2012. pretreated 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; 3.3m long stand post of

iron angle 75x75x6mm/ NB 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

or inspection / numerals for each board shall be as per

instruction of engineer incharge. 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 warranty for

years for the retro reflectivesheeting from original

manufacturer & a Certified copy of 3 year outdoor

exposure test report from third party test lab for

product offered shall be submitted by contractor. (A)

class-B Type-4 Retro Reflective sheeting.

6 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 786.00 No. 326.23

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,

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

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.

Item of work Quantity Unit according to

7 Road marking with hot applied thermoplastic 1508.70 Sqmt 367.72

paintswith reflectorising glass beads on bitumen

surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250 gms per sqm area,

thickness of 2.5 mm 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 colour marking should provide liminance

coefficient on cemend road shall 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 the section 15 of IRC 35-2015

warranty for retroreflectivity shall be two years.

8 Type-B THRIE : Metal Beam Crash Barrier 296.00 RMT 4865.00

Providing and directing a "Thrie" beam metal crash

barrier comprising of 3 mm thick corrugated sheet

metal beam rail, 85 cm above road/ground level, fixed

on ISMC series channel vertical post, 150x75x5mm

spaced 2 m centre to centre, 2 m high with 1.15 m

below ground level. The vertical post fixing at site shall

be in M15 grade cement concrete of size 35 x 35 x

cms. for each post including excavation curing

etc.completed. All steel parts and fitments to be

galvanized 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, 550 mm long completed as per Morth specification

clause 810 including butt welding to all nuts & bolts &

including 3 mm ACM type reflector 100 mm wide &

m long, type 4 class B high intensity Grade sheeting as

per IRC 67:2012 etc. completed as per instruction of

Engineer in charge. Also radium red yellow color strip

of size 100x300 mm shall be fixed on vertical front side

of post for better night visibility. The spacer post, thrie

beam rail shall be cold roll formed & galvanized with

Rupees TwentySix Lakh NinetySeven Thousand Six Hundred Fourty Paise SeventySix Only

I/We am /are willing to carry out the work at…………% above/below percent (should be written in figures and

words) at the estimated rates mentioned above amount of my/your tender works out as under.

*Estimated Amount put to Tender *Estimated Amount put to Tender

Deduction …………….. % below………………… Add ………… % above Rs. …………….

Item of work Quantity Unit according to

1 The Contractor shall be exhibit board with detailed specification and details of work as

directed by Engineer-In-Charge for which no Extra payment shall be made.

2 The laboure 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.

5 Credit value of amount Rs. 0.00 will be Deducted from 1st R.A. Bill

Deputy Executive Engineer Executive Engineer

Panchayat ( R & B) Sub Division Panchayat (R & B) Division

Signature of the contractor