MMGSY-2026-27 Resurfacing Of Various Roads in Mandvi Taluka (Tribal) Pkg No. 3/ 2026-27/SRT/MANDVI/2-RD (Total 2 Road, Total Length 2.50 K.M.) (1) Kakdva Holi Faliya Approch Road K.M 0/0 to 1/0 (W/S 0/0 to 1/2) (2) Mandvi Ambaji Naka to Vaghnera Gamit faliya to Canal Joining Road K.M 0/0 to 1/3 (W/S 0/0 to 1/3) Ta. Mandvi, Di. Surat

Name of work:-MMGSY-2026-27 Resurfacing Of Various Roads in Mandvi Taluka (Tribal) Pkg No. 3/ 2026-

27/SRT/MANDVI/2-RD (Total 2 Road, Total Length 2.50 K.M.) (1) Kakdva Holi Faliya Approch Road K.M 0/0 to 1/0 (W/S 0/0

to 1/2) (2) Mandvi Ambaji Naka to Vaghnera Gamit faliya to Canal Joining Road K.M 0/0 to 1/3 (W/S 0/0 to 1/3) Ta. Mandvi,

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 0.67 Hect 28455.09

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 Box cutting the road surface to proper slope & camber for 491.00 Cum 109.41

making a base for road work including compacting at O.M.C.

and removing the excavated stuff, and depositing on the road

side slopes as directed with all lead and lift..

3 Earthwork for embankment including breaking clods, dressing 1797.00 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)

4 Earth work in cutting in all sorts of soil and soft murrum 3635.00 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.

5 Supplying Stacking & Spreding Hard Murrum Below Sub 264.00 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..

6 Construction of Granular sub-base 150 mm thick by providing 931.69 Cum 710.56

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

7 Providing & laying spreading and compacting stone aggregate 790.00 Cum 1209.86

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

8 Providing & laying spreading and compacting stone aggregate 527.00 Cum 1270.58

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)

9 Providing, laying & rolling of Built-up spray grout in Single 4688.00 Sqmt 193.19

layer using bitumen (VG-30) tack coat at the rate of 2.5kg/

10sqm, with spreading stone aggregate at the rate of 0.50 cum/

10sqm and spraying bitumen at the rate of 15 kg/ 10sqm for

each layer and spreading 0.13 cum/10sqm of key aggregate on

top, in accordance with the requirement of specification,

including cost of stone aggregate, bitumen, consolidation with

Vibratory roller, necessary firewood, oil, lubricants, tools etc.

10 Providing and laying 37.50 mm thick compacted B.M.with 680.00 MT 3725.51

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

11 Providing & laying Seal coat with B.T aggregate as specified 300.00 MT 4580.00

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.

12 Providing and laying Asphalt painting on B.T. surface with 7752.00 Sqmt 41.50

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

13 Demolition of brick work and stone masonary including 19.80 Cum 577.92

stacking of serviceable materials and disposal of unserviceable

materials with all lead and lift (i) in Cement mortar

14 Excavation for foundation up to 1.50 mt depth including 150.23 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

15 Providing and filling in foundation with ordinary cement 121.82 Cum 3325.30

concrete M100 mix and providing necessary vertical pin

headers including form work,vibrating, ramming and curing

16 Providing and casting in-situ ordinary cement concrete M150 59.06 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.

17 Supplying and fixing reinforced concrete heavy duty non 67.50 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.

18 Supplying and fixing reinforced concrete heavy duty non 15.00 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.

19 Wall painting two coats with plastic emulsion paint of 80.66 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.

20 Providing and fixing Retro Reflective Engineering grade 3.00 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

21 Village name/ Bump Ahed sign :-Providing and fixing sing 12.00 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

22 MMGSY Logo Board:- Providing and fixing MMGSY Logo 4.00 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.

23 Providing and fixing Ordinary kilometer stone of precast C.C. 4.00 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.)

24 Providing and fixing Hectometer as per I.R.C. type design 10.00 No 356.50

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

Item Description of Item Quantity Unit Rate in Amount

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

25 Cautionary Warning Sign :-Providing and fixing Sign boards 17.00 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)

26 Chevron sign :-Providing and fixing sign boards made out of 24.00 No 3711.75

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 refiectivesheeting 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 of35x35x3mm; painted with bestquality 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

blockof 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

Item Description of Item Quantity Unit Rate in Amount

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

27 Give Way Sign :-Providing and fixing Sign boards made out 1.00 No 3808.66

of 2mm aluminium sheet; size 90 x 90 x 90cms. equiletral

tringle (inverted) 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; 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 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)...

28 Hazard Marker Sign :-Providing and fixing sign boards made 10.00 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

29 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

Item Description of Item Quantity Unit Rate in Amount

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

30 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)

31 Road marking with hot applied Thermoplastic paints with 594.30 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.

32 Supplying and fixing Cat eye (Stimsonite) made out from 512.00 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)

33 Providing and fixing 'W' metal beam crash barrier comprising 200.00 Rmt 3496.62

of 3 mm thick corrugated sheet metal beam rail 70 cm above

road/ground level fixed on ISMC channel vertical post 150mm

x 75m x 5mm size erected at 1.5Mt. center to center,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 confirm to

IS:1367 and IS 1364, metal beam rail to be fixed on the

vertical post with a spacer of chsnnel section 150x75x5

mm,330mm long complete as per clause

Item Description of Item Quantity Unit Rate in Amount

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

34 Informatory Signs :-Providing and fixing sing boards made out 3.00 No 3856.89

of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the

design of IRC-67-1977 pre treated with phospheting process &

acid teching; coated with one coat of epoxyprimer and two

coats of best qualityepoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications; 3.1m

long stand postand frame fabricated from suitable sizeiron

angle of 35 x 35 x 3mm75x75x6mm as required; painted with

best qualityepoxy coatings in black and whitebends. the details

of symbol for eachboard shall details of symbol for eachboard

shall be as per the instruction ofEngineer in charge. The fixing

at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for

each leg. including excavation curing tec. complete under the

supervision of Engineer in charge.(A) Engineer

35 Providing all weather diversion with necessary earthwork and 60.00 Rmt 9837.40

using 15 cm GSB-II and 15 cm WBM-II sub base including

37.5 mm BBC & 50 mm BM& using 600 mm dia. NP- 3 Pipes

as and where required for Drainage of water way in river

including maintenance the diversion up to completion of work

and all safety measures as directed by Engineer in charge.

36 Excavation for foundation for depth from 1.5 m to 3.0 m 285.00 Cum 301.85

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead. (D) Soft

rock not requiring Blasting

37 Excavation for foundation for depth from 1.5 m to 3.0 m 285.00 Cum 651.26

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(E) Hard

38 Excavation in hard rock by dry-wet blasting and chiselling 95.00 Cum 881.91

including dewatering preparing foundation base by proper

benching and stepping and disposing of the excavated stuff as

directed.(A) General blasting

39 Providing and laying in foundation with ordinary cement 611.00 Cum 4271.40

concrete M - 200 & providing necessary vertical pin headers in

including shuttering scaffolding laying vibrating curing and

finishing complete without V-Groove (height 0 to 5 mt)

40 Providing and fixing position mild steel dowel bars in pier 12.00 No 341.29

caps or abutments caps for anchorage in fixed end as per

detailed drawing including cutting, bending, and welding

41 Providing and fixing position mild steel dowel bars in pier 12.00 No 399.70

caps or abutments caps for anchorage in free end as per

detailed drawing including cutting, bending, and welding

Item Description of Item Quantity Unit Rate in Amount

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

42 Providing and casting situ Controlled Cement Concrete M 250 22.41 Cum 4847.71

th. RCC work in pier cap abutment cap and dirt wall including

cantrolled cement concrete M 300 bed block pedstal of

required size below bearing as per detailed drawing centering,

shuttering scaffolding wherever necessary laying,

vibratting,curing and finishing complete.

43 Providing and casting in situ Controlled cement concrete M 154.00 Cum 4847.71

250 for R.C.C solid slab including centering scaffolding

curing and finishing complete.

44 Providing and casting in situ Controlled cement concrete M 13.00 Cum 4420.22

250 for average 75 mm thick wearing coat laid as directed

including temping vibrating, finishing curing and filling in

joint with bitument complete.

45 Providing and casting in situ Controlled cement concrete M 12.08 Cum 4848.00

250 for RCC Approach Slab including centering scaffolding

curing and finishing complete.

46 Providing and fixing in position Mild steel bar for temperature 1.65 MT 57057.33

reinforcement for Mass concrete in pier, Abutment,Wing wall

including cutting, bending,hooking and tying as required

complete. (upto 10 ton)

47 Providing and placing in position TMT Fe 500D bar for 17.59 MT 73243.02

reinforcement including cutting, bending,hooking and tying

as required complete. For Slabs.Cap, Dirt Wall

48 Providing 12mm thick asphalt filler joint as per drawing 15.12 Sqmt 713.53

49 Providing and laying weep hole in abutment and retaining by 179.00 No 89.20

using A.C pipes of 100 mm dia with laying in proper grade

and jointing complete etc as per deatailed specification.

50 Providing and laying filter media 600 mm thick as directed at 253.00 Sqmt 1311.18

back of abutment , returns and wing walls as per detailed

specifications.

51 Providing and filling sand behind abutment and behind return 525.00 Cum 504.42

in layers as directed.

52 Providing and laying rubble for approan ( each stone 31.00 Cum 1083.81

weighting not less than 40 kg) including packing and filling in

the interstices with quarry spalls.

53 Providing 22.5 cm thick dry stone rubble pitching including 72.00 Sqmt 1272.60

prepairing the surface and making pannels of 3.00x3.00m with

stone masonry in C.M.1:6 including filling murrum and

cement pointing in C.M.1:3 etc. Complete

Item Description of Item Quantity Unit Rate in Amount

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

54 Dismentaling the existing structure including removing and 421.00 Cum 955.41

stacking the dismentelled materials as and where directed. (B)

Rs. Two Crore Eightteen Lack Seventy Six Thousand Sixty Eight and Fifty Six Paise Only.

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…..17791954.33 Put To Tender Rs…..17791954.33

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.

5 An amount of Rs. 477114.55 ( Rs.Four Lack Seventy Seven Thousand One Hundred Fourteen and Paise Fifty Five Only.)

towards estimated salvage value of dismantelled materials likely to be available from dismentalling the existing structure

shall be recovered from the 1st R.A. Bill of this work.

Signature of the contractor Executive Engineer

કો ાકટરની સહ Panchayat (R&B) Division