PKG:5/OLP/SUV/CC/2-RD/2025-26[1]2025-26 (Suvidhapath) Construction of CC Road from Pinjart ramaji mandir to verai mata mandir At Vlg.Pinjrat Ch.0/00 to 0/200 , Taluka. Olpad, Dist. Surat.[2] 2025-26 (Suvidhapath) Construction of CC Road at Bandut Selut Road Ch.0/00 to 0/450 , Taluka. Olpad, Dist. Surat. (2nd time)

NAME OF WORK : PKG:5/OLP/SUV/CC/2-RD/2025-26[1]2025-26 (Suvidhapath) Construction of CC Road from Pinjart ramaji

mandir to verai mata mandir At Vlg.Pinjrat Ch.0/00 to 0/200 , Taluka. Olpad, Dist. Surat.[2] 2025-26 (Suvidhapath)

Construction of CC Road at Bandut Selut Road Ch.0/00 to 0/450 , Taluka. Olpad, Dist. Surat.

: : BILL OF QUANTITY : :

Estimated Total amount

Estimated Total amount

Sr. according to

Item of work but may Unit

No. be more estimated

or less Rate quantities.

1 Clearing and grubbing road land including uprooting rank 0.41 Hect. 28455.12

vegetation, grass bushes, shrubs, saplings and trees girth up to

300 mm removal of stumps of trees cut earlier and disposal of

unserviceable materials and stacking of serviceble materials to

be used of auctioned up to a lead of 1000 meters including

removal and disposal of top organic soil notexeceeding 150 mm

2 Box cutting the road surface to proper slope and camber for 1484.97 cumt 109.41

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto

3 Scarifying gravelled macadam or bitumen macadam surface 6 0.00 sqmt #DIV/0!

cm to 10 cm.depth including stacking useful materials on road

side and disposing off remaining stuff

4 Consructing of granular sub-base Gr-II by providing coarse 526.00 cu.mt. 1016.82

material as aggregate and Fine aggregate machine crushed

stone aggregate satisfying MOST specification of grading II

including spreading in uniform layer with motor grader on

prepared surface, mixing by mix in place method with rotavator

at OMC and compacting with vibratory roller to achieve the

desired density etc. complete.

5 Consructing of granular sub-base Gr-III by providing coarse 644.00 Cumt. 1045.67

material as aggregate and Fine aggregate machine crushed

stone aggregate satisfying MOST specification of grading II

including spreading in uniform layer with motor grader on

prepared surface, mixing by mix in place method with rotavator

at OMC and compacting with vibratory roller to achieve the

desired density etc. complete.

6 Construction of dry lean cement concrete Sub- base over a 368.00 Cumt. 2806.15

prepared sub-grade with coarse and fine aggregate conforming

to IS: 383, the size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1, aggregate gradation

after blending to be as per table 600-1, cement content not to be

less than 220 kg/ cum, optimum moisture content to be

determined during trial length construction, concrete strength

not to be less than 10 Mpa at 7 days, mixed in a batching plant,

transported to site, laid with a fixed form paver or conventional

method, compacting with 8-10 tonnes vibratory roller, finishing

and curing etc. complete.

7 Construction of un-reinforced, dowel jointed, plain cement 838.00 Cum. 6346.29

concrete pavement over a prepared sub base with concrete

grade M30, coarse and fine aggregate conforming to IS

maximum size of coarse aggregate not exceeding 25 mm,

mixed in a batching and mixing plant as per approved mix

design, transported to site, laid with a fixed form or slip form

paver, spread, compacted and finished in a continuous

operation including provision of contraction, expansion,

construction and longitudinal joints, joint filler, separation

membrane, sealant primer, joint sealant, debonding strip, dowel

bar, tie rod, admixtures as approved, curing compound, finishing

to lines and grades as per drawing

8 Earth work for embankment with selected soil including breaking 2420.00 Cum. 177.91

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 depressions which occur

during the processing power roller 8 to 10 Tonne (E) From

borrow area within all lead.

9 Supplying and fixing reinforced concrete heavy duty non- 82.50 Rmt. 659.99

pressure pipes with collars for culverts carrying heavy traffice as

per IS 458-1991 specification including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of Class NP3 of

following internal diameter. (i) 300 mm dia.

10 Providing and fixing pre-cast Rubber Dye / steel Dye inter 870.00 sqmt 706.93

locking concrete block 60mm thick with grade of concrete M300

pnumatic compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidlines of IRC : SP 63-2018 etc.

11 Supplying & Fixing RCC Precast Benches of RCC 1:2:4 24.00 Nos 4040.00

Finished with china Mosaic tiles chips and etc.,

12 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 20.00 Cum. 3741.69

Coarse sand : 4- graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of formwork in

(A)Foundation and Plinth

13 Providing and fixing ordinary Kilometer stone of precast C.C. 4.00 Nos 704.33

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.)

14 Providing and fixing Hectometer as per I.R.C. type design 1.00 Nos 356.50

including painting, lettering etc. complete.(ii) Fixing in C.C. 1:5:10

15 Village name sign :-Providing and fixing sing boards made out 2.00 Nos 5045.36

of 2mm aluminium sheet; size 90 x 60cms. rectangle as as per

the 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; Letters

and numerals should be as per IRC-30-1968, 3.1m long (2 nos)

stand post and frame fabricated from suitable size iron angle of

50 x 50 x 5mm 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 60cms. for each leg. including excavation curing etc.

complete under the supervision of engineer in charge.(A)

16 Cautionary Warning Sign for Bump/Curve :-Providing and fixing 4.00 Nos 3808.66

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 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

17 Road marking with Hot applied Thermoplastic paints with 184.00 Sqmt 367.72

Reflectorising Glass Beads on bitumin surface providing and

laying a hot applied thermoplastric compound 2.5mm thick

including reflectorising glass beads @ 250 gms per sqm area,

thickness of 2.5 mm is exclusive of surface applied glass beads

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 luminous coefficient on cement road shall be

minimum 130 mcd/m2/ lux and asphalt road shall be minimum

100mcd/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

Section 15 of IRC 35 2015. Warranty for the retroreflectivity

should be two years.

18 Cat Eye / Road Stud / RPM: Supplying Raised Pavement 98.00 Nos 217.40

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.

19 Suvidhapath Logo Board:- Providing and fixing MMGSY Logo 4.00 Nos 4545.00

Board Providing & Fixing sign boards made out of 2mm.

Aluminium sheet size 60 x 60 cms. sqare plus 60x20cms

ractanguler additional plate per the design of IRC - 67 -

Pre treated with phospheting process & acid etching : coated

with one coat of epoxy primer and two coats of best quality

epoxy pinte reflectorised with retro reflective sheeting as per

lates M.O.S.T Specification : 3.1 M long Stand post and frame

fabricated from suitable size iron angle of 35 x 35 c x 3mm.

x 75 x 6mm. as required : painted with best quality epoxy

coating in black and white bends the details of symbole 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 etc.comp. under the

supervision of engineer in charge. (A)Engineer grade.

20 Informatory Signs:- Providing and fixing Informatory Signs made 2.00 Nos 3856.90

out of 2mm aluminium sheet, size 80 x 60 cms rectangle, as per

the design of IRC-67-1977. Pre treated with phospheting

process and acid etching coated with one coat of epoxy primer

and two coat of best quality epoxy paint, refloctrorized with retro

reflective sheeting as per the latest M.O.S.T. specification,

Mt. long stand post and frame fabricated from suitable size iron

angle of 35 x 35 x 3 mm, 75 x 75 x 6 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 (B) Engineers Grade............

21 STOP SIGN:-Providing and fixing sing boards made out of 2mm 2.00 Nos 4676.06

aluminium sheet; size 90 x 90cms. 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

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(VR)...

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 mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

Put to tender Rs 9157658.56 Put to tender

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

*( please strike out whichever is not applicable)

1 works shall be carried out as public works department Handbook and other

specification of Division or as directed.

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2 the columns in schedule should be filled in ink or ballpen and the total of the

entries in last column should be struck by the contractor under his signature.

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3 quated 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.

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ov # 4E[H 4 CJFDFG lJU[Z[ C[9/ SFD DF8[ VD,DF\ ZC[X[P

4 be continued on additional sheet,if found necessary.

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Signature of the contractor Executive Engineer

Panchayat ( R & B) Division