Resurfacing of Vankiya to Vankiya-2 Road Km.0/0 to 1/700 (V.R - Non Plan) Ta.Wankaner, Dist.; Morbi (Under MMGSY-Normal-2025-26)

Name of work :- Resurfacing of Vankiya to Vankiya-2 Road Km.0/0 to 1/700 (V.R - Non Plan)

Ta.Wankaner, Dist.; Morbi (Under MMGSY-Normal-2025-26)

BILL OF QUANTITIES

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

1 Clearing and grubbing of road land 0.79 One 28455.09

incl.uprooting rank vegetation, grass, Hect.

bushes, shurbs, saplings and trees girth upto

300mm removal of stumps of trees cut

earlier and disposal of unserviceable

materials © By mechanical means in area of

2 Earthwork for embankment including 407.00 One 169.28

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

From borrow area with all lead and lift.

3 Earthwork in cutting in all sorts of soil and 1350.00 One 181.57

soft Murrum including conveying and Cum

spreading the suff embankment as and

where directed within all lead from the end

of the cutting with all required lead and lift.

4 Scarifying graveled macadam or Bitumen 1502.00 One 41.60

macadam surface 6cm to 10cm depth Sqm

including stacking useful materials on road

side and disposing off remaining stuff.

5 WBM Grading-1 1091.00 One 1392.79

Providing, laying, spreading and compacting Cum

stone agg. Of 90mm to 45mm size to water

bound macadam (WBM Gr.I) specification

including spreading in uniform thickness,

hand packing, rolling with smooth wheel

roller 80-100 KN in stage to proper grade and

camber, applying and brooming, stone

screening/binding material to fill-up the

intersties of coarse agg., watering and

compacting to the required density grading-

1 as per Technical Specification Clasue.405

6 Rolling and Watering of earthwork in layers 1082.00 One 22.96

with vibratory roller including filling in Cum

depression which occur during the process

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

7 Preparing surface by Brushing with wire 1125.00 One 17.03

brushes for removing caked mud etc. Sqm

sweeping with brooms and finally fanning

the cleaned surface with gunney bags to

remove all loose dirt etc. (ii) Black top

8 Providing and appliying primer coat with 5052.00 One 37.17

bitumen emulsion RS on prepared surface of Sqm

granular Base including clearing of road

surface and spraying primer at the rate of

0.75kg/sqm using mechanical means,

9 Providing, Laying & Rolling of Built Up 5052.00 One 146.35

Spray Grout (Compacted Thickness : 37.50 Sqm

mm) in one layers using Emulsion RS-1 tack

coat at the rate 2.50Kg/10Sqm on BT surface

( As per IRC- 16)with spreading stone

aggregate at the rate of 0.50cum/10 Sqm.

and spraying bitumen VG-30 at the rate of

15kg/ 10 sqm. for first layer and spreading

0.13cum/10sqm of key aggregate on top

accordance with the requirement of

specification, including cost of stone

aggregates, bitumin consolidation with

roller, necessary firewood, oil, lubricants,

labour charges, machineries, tools, etc.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

10 Providing laying & rolling 50 mm thick 678.00 One 2561.96

compacted Bitumeneous Macadam (B.M.) in MT

one layer with B.T. aggregates as per

MoRT&H specification and Emulsion RS-1

for tack coat at the rate of 2.50 Kg /10Sqm.on

B.T.Surface & 4.00 Kg/10Sqm on

WBM/WMM Surface (As per IRC- 16) with

mechanical sprayer and using bitumen grade

VG-30 for mixing with aggregate at the rate

of 3.40% i.e. 34.00 kg/MT of total mix,

including heating and mixing in Hot mix

plant and spreading the same by Paver

finisher and consolidation with roller

including necessary including cost of Hire

charges, firewood, oil, lubricants, labour

charges,etc.by using contractor's own Hot

mix plant, machineries and equipment, tools

etc. complete in accordanace with the

requirement of sepcification.

11 Providing and laying and rolling of 285.00 One 3090.37

compacted 20 mm thick Mix Seal Surface MT

(MSS) with B.T. aggregate as specified, using

asphalt grade VG-30 bitumen for mixing

with aggregate at the rate of 5.10% i.e.

51.00kg/ M.T. of total mix in Hot mix plant

and transporting the mix material by tippers

and laying with paver finisher to the road

level and consolidation with vibratory roller

including necessary firewood, oil, lubricants,

labour charges, using contractor's own hot

mix plant, machineries and equipment, tools

etc.including flushing of sand

cum/10sqm. etc complete in accordance

with the requirement of specification Type-A

12 Providing and fixing Precast cement concrete 7.00 One 356.50

Hectometer as per IRC type design incl. No

painting, lettering etc. fixing in C.C. 1:5:10.

13 Providing and fixing Precast cement concrete 54.00 One 350.81

Guard stone as per I.R.C. type design No

including white washing etc. complete.

Fixing in C.C.1:5:10.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

14 Providing and fixing ordinary Kilometer 2.00 One 704.34

stone of pre-cast C.C. 1:2:4 including No

necessary reinforcement as per I.R.C. type

design in C..C. 1:4:8 including painting

lettering etc. complete. (For ODR, VR)

15 Providing and fixing Indicator stone of 76.00 One 343.27

approve stone as per I.R.C. type design in No

C.C. 1:4:8 including white washing etc.

complete Fixing in C.C.1:5:10

16 Village/Bump Ahead sign. : Providing and fixing 2.00 One 5045.37

sign boards made out of 2mm Aluminium sheet size No

90x60 cms. Rectangle as per the design of IRC-67-1977

pre treated with phospheting process and acid

etching coated with one coat of apoxy primer and two

coats of best quality epoxy paint reflectorised with

retro reflective sheeting as per latest MOST

specification letter and numbers should be as per

IRC:30-1968, 3.1 Mt. long (2 nos) stand post and frame

fabricated from suitable size iron angle of

50x50x5mm, painted with best quality epoxy coating

in black and white bends, the details of symbole on

inscription/ numerals for each board shall be as per

the instruction of the Engineer in charge. The fixing at

site shall be in C.C 1:2:4 block of size 45x45x60cms. for

each leg including excavation curring etc. complete

under the supervision of engineer in charge (A)

Engineer Grade.

17 Informatory Signs :-Providing and fixing sing boards 2.00 One 3856.90

made out of 2mm aluminium sheet; size 80 x 60cms. No

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 Grade(VR)...

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

18 Direction sign (Junction board):-Providing and fixing 1.00 One 14831.71

sing boards made out of 2mm aluminium sheet; size No

244 x 122cms. 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 75x75x6mm as required; 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 Grade.

19 Route marker sign :- 20.00 One 3744.68

Providing & fixing sign boards made out of 2mm No

aluminium sheet, size 60x45cms. rectangle plus

30x25cms additional plate as per the attached

drawing (IRC) 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 sheeting as per latest M.O.S.T.

Specifications ; 3.1m long stand post and frame

fabricated from iron angle of 35 x 35 x 3mm

75x75x6mm as required, painted with best quality

epoxy coating in black and white bends The details of

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 45x 60cms. for each leg,

including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer Grade

20 Providing and erecting logo cum informatory retro 2.00 One 6050.91

reflectorised board as per IRC-67 made of engineering No

grade sheeting as per specification fixed over

alluminium sheeting,2mm. thick as logo board with

vertical support of M.S. angle 35x35x5 mm and lateral

clearance of 100mm between logo & informatory

board and 2mm.thick M.S. plate asinformation board

with area exceeding 0.90 sqm. fixed on frame of an

angle 35x35x5 mm and supported on a M.S. angle

iron post 75mm x75mm x6 mm - 2Nos firmly fixed to

the ground by means of properly designed

foundation with M 15 grade cement concrete 45cm

x45cm x60cm, below ground level as per drawing,

including paiting and installation at site.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

21 Road Marking with Hot Applied paints with 340.00 One 367.73

reflectorising glass beads on bitumin surface Sqm

providing and laying a hot applied thermoplasting

compund 2.5mm thick including reflectorising glass

beads @250 gm per sq.mtr area, thickness of 2.5mm is

excluding 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/centerline/edge line/ cut patta. the

while color marking should provide liminance

coefficient on cement road shall be min.

mcd/m2/lux and asphalt road shall be min

mcd/m2/lux during the survice life during the date

the marking should meet the performanace criteria

for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-

2015 warranty for retroreflectivity shall be two years.

22 Cate eye / road stud/ RPM : Supplying 194.00 One 326.23

Raised Pavement markers of polycarbonate No

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 accordanace to ASTM D 4280 type H and

complying to specification of category A of

MORTH circular No RW/NH/33023/10-97-

DO III Dt. 11-06-1997. the height, width and

length shall be exeed 20mm, 130mm and

130mm and with minimum reflective area of

13sqcm 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 colour of the marker should be

as per the IRC:35-2015 and as directed by

Engineer-in-charge.

Rupees Fifty Eight Lakh(s) Sixty Four Thousand Three Hundred Six And Paise

Eighty Four Only

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent

( Should be written in figures and words ) of the estimated rate mentioned above. Amount of My

\ Our tender works put as under.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

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.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division