MMGSY-2026-27 (E to BT) Construction Of Road From Salaiya Main Road to Ghantoli kotar K.M 0/0 to 1/0 (W/S 0/0 to 0/95) Ta:-Mandvi, Dist:-Surat

Name of work:-MMGSY-2026-27 (E to BT) Construction Of Road From Salaiya Main Road to Ghantoli kotar K.M 0/0 to 1/0

(W/S 0/0 to 0/95) Ta:-Mandvi, Dist:-Surat

Bill Of Quantities (A)

Percentage Rate Tender

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

1 Clearing and grubbing road land including uprooting trunk 0.38 Hect 28455.08

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

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

unserviceable materials (C) by mechanical means in area of

2 Earthwork for embankment including breaking clods, dressing 359.00 Cum 160.13

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.(A) From Borrow pits

within land width (more than 10 ton)

3 Earth work in cutting in all sorts of soil and soft murrum 719.00 Cum 134.63

including conveying and spreading the stuff embankment as

and where directed within 200 meter from the end of cutting

with all required lead and lift.

4 Supplying Stacking & Spreding Hard Murrum Below Sub 86.00 Cum 568.63

Base of Work as Per Specification, ( Including , Spreding

Watering & Consolidation) With Vibratory Roller Excceding

80KN and Not xcceding 120 KN etc Complete..

5 Construction of Granular sub-base 150 mm thick by providing 614.74 Cum 652.46

coasre graded machine crushed B.T. material satisfying MOST

specification of grading II (B.T. stone aggregate 26.5 to

mm - 75 % and 2.36 mm below - 25 % ) 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

6 Providing & laying spreading and compacting stone aggregate 524.00 Cum 1147.36

45 mm to 63 mm size to W.B.M. grade II 150 mm thick (75

mm + 75 mm) including spreading in uniform thickness, hand

packing, rolling with vibratory roller 8 to 10 tonnes to proper

grade and camber, applying and brooming requisite type of

screening/ binding/ filler materials to fill up the interstices of

coarse aggregate, watering and compacting to the required

density. Grading II using screening type A ( 13.2 mm stone

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

7 Providing & laying spreading and compacting stone aggregate 481.00 Cum 1215.03

22.4 mm to 53 mm size to W.B.M. Grade III,75 mm thick

Layer including spreading in uniform thickness, hand packing,

rolling with vibratory roller 8 to 10 tonnes to proper grade and

camber, applying and brooming requisite type of screening/

binding/ filler materials to fill up the interstices of coarse

aggregate, watering and compacting to the required density.

Grading III using screening type B ( 11.2 mm stone aggregate)

8 Providing and laying Bituminous Base course 37.5 mm thick 219.00 MT 2740.13

compacted with tack coat of Emulsion RS-1 at the rate of

Kg./10Sqmt. and using B.T. stone aggregates of required

gradation and bitumen VG-30 grade for mixing @ 1.99 % by

weight of total mix including heating the aggregate and asphalt

by drum mix plant and spreading the same by paver finisher

and consolidation with vibratory roller including providing all

materials, equipments, tools and plants, oil, kerosene, fire

wood, labour charges etc. complete

9 Providing and laying 37.50 mm thick compacted B.M.with 241.00 MT 3647.11

B.T. aggregate as per MORT&H specification using Tack Coat

for coat at Emulsion RS-1 4.0 Kg./10Sq.mt. with mechanical

sprayer and bitumen grade VG-30 for mixing at the rate

Kg/M.T. i.e. 3.4 % of total mix including heating the

aggregate and asphalt by drum mix plant and spreading the

same by paver finisher and consolidation with vibratory roller

including necessary toothpicking of existing Bitumean Surface

, providing all materials, equipments, tools and plants, oil,

kerosene, fire wood, labour charges etc. complete

10 Providing & laying Seal coat with B.T aggregate as specified 108.00 MT 4470.26

using aggregate at the rate of 0.24 cumt/10sqmt & bitumen

(VG-30 Grade) for mixing aggregate at the rate of 5.10% i.e.

51.00 Kg/MT of total mix for binder including heating and

mixing in hot drum mix plant and transporting and spreading

the same by paver finisher and consolidation with vibratory

roller including necessary firewood,oil,lubricant,labour

charges etc using contractor's own drum mix plant machinaries

& equipment,tools etc complete in accodance with the

requirement of specification.

11 Providing and laying Asphalt painting on B.T. surface with 2919.00 Sqmt 40.44

bitumen VG-30 at rate 5.00Kg / 10Sq.mt. including spreading

stone dust for painting surface at rate of 0.03 cu.mt. / 10 sq.mt.

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

12 Excavation for foundation up to 1.50 mt depth including 149.13 Cum 122.93

sorting out and stacking of useful material and disposing of the

excavated stuff up to 50 mt. lead (1) Loose or soft soil

13 Providing and filling in foundation with ordinary cement 28.20 Cum 3325.30

concrete M100 mix and providing necessary vertical pin

headers including form work,vibrating, ramming and curing

14 Providing and casting in-situ ordinary cement concrete M150 87.17 Cum 3901.35

mix and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating and finishing without V-grooves

( A ) Height from 0.0 to 5 Mt.

15 Supplying and fixing reinforced concrete heavy duty non 37.50 Rmt 1968.37

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 slope)of class NP3

600mm diameter.

16 Supplying and fixing reinforced concrete heavy duty non 22.50 Rmt 3469.26

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 slope)of class NP3

900mm diameter.

17 Wall painting two coats with plastic emulsion paint of 103.97 Sqmt 84.36

approved brand and manufacturer on wall surfaces to give an

even shade including thoroughly brushing the surface to

remove all dirt, dust, mortar drops and other foreign matter.

18 Providing and fixing Retro Reflective Engineering grade 1.20 Sqmt 12676.47

Board using C.R.C. (M.S.) Sheet 2mm, angle iron 75 x 75 x

6mm. Descaling and degreasing the board as per requirement

using epoxyprimer epoxy paint and carrying retro reflactive

process by screen painting as directed etc. complete including

transporting and fixing in C.C. 1:4:8 with necessary

excavation curing etc. complete as per I.R.C type design.(A)

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

19 Village name/ Bump Ahed sign :-Providing and fixing sing 6.00 No 5045.36

boards made out 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) Engineer

20 MMGSY Logo Board:- Providing and fixing MMGSY Logo 2.00 No 5050.00

Board made out of 2mm aluminium sheet, as per the drawing

& design. 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, 3.1 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 (A)Engineer grade.

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

21 Providing and fixing Ordinary kilometer stone of precast C.C. 2.00 No 704.33

1:2:4 including necessary reinforcement as per I.R.C. type

design in C.C. 1:4:8 including painting and lettering etc.

complete. (For O.D.R. & V.R.)

22 Providing and fixing Hectometer as per I.R.C. type design 4.00 No 356.50

including painting lettering etc. complete fixing in C.C. 1:5:10

23 Cautionary Warning Sign :-Providing and fixing Sign boards 14.00 No 3808.66

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 Grade (VR)

24 Hazard Marker Sign :-Providing and fixing sign boards made 6.00 No 2423.73

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 &

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

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

25 Regulatory/Mandatory signs :Providing and fixing Sign boards 3.00 No 3439.80

made out of 2mm aluminium sheet; size 60cms. 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 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 etc. complete under the supervision of

Engineer in charge.(A) Engineer Grade VR

26 STOP SIGN:-Providing and fixing Sign boards made out of 1.00 No 4676.05

2mm 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)

27 Road marking with hot applied Thermoplastic paints with 207.10 Sqmt 367.72

reflectoriSign glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectoriSign 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

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.

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

28 Supplying and fixing Cat eye (Stimsonite) made out from 241.00 No 375.72

Acrilo beautile sterine injuction high compressed molding with

reflector made of MMC (prismatic type of size 12cm x 6cm x

2.5cm) provided with bituminous adhesive 100g. with each

unit for fixing. (High Intensity grade)

Deputy Executive Engineer

Panchayat (R&B) Sub-Division

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…..4801425.31 Put To Tender Rs…..4801425.31

Deduct ……. % below Rs……………………..…. Add ……. % Above Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

1 The Contractor shall exhibition board with detailed specification and details of works 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 the reisa 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 the contractor Executive Engineer

કો ાકટરની સહ Panchayat (R&B) Division