Resurfacing of Vadekhan Parvada Road (NP) 0/0 to 2/50 Ta. Upleta, Dist. Rajkot ( Package No.RAJ/MMGSY/BUJ/2025-26/P.01 )

Name of work :- Resurfacing of Vadekhan Parvada Road (NP) 0/0 to 2/50 Ta. Upleta, Dist.

Rajkot ( Package No.RAJ/MMGSY/BUJ/2025-26/P.01 )

BILL OF QUANTITIES

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

No. and reference to book of Specification)

1 Cleaning and grubbing road length including 0.20 One 28455.09

uprooting wild vegetation, grass bushed, Hect.

shrubs, saplings and trees girth up to

mm removal of stumps of trees cut earlier

and disposal of unserviceable materials and

stacking of serviceable materials to be used

of ouctioned up to a lead of 1000 Mt.

including removal and disposal of top

ogranic soil not exceeding 150 mm in

thickness (C) By mechanical means in area of

2 Earthwork for embankment including 990.00 One 162.24

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

Selected soil should be From borrow area

with all lead and lift

3 Box cutting the road surface to proper slope 70.00 One 114.44

and camber for making a base for road work Cum

including removing the excavated stuff and

depositing on the road side slopes as

directed upto all lead.

4 Providing and laying compacted W.B.M. 209.00 One 1340.80

grade-1 100 mm thick of machine crushed Cum

B.T. metal of size 45 mm to 90 mm in

required layers with using 22% stone

screening 13.2 mm size and 7.00 % stone dust

as filler including spreading,watering and

consolidation by vibratory roller

5 Providing and laying compacted W.B.M. 150 241.00 One 1292.68

mm. thick in 2-layer each of 75mm thick Cum

grade-II of machine crushed B.T. metal of

size 45 to 63 mm. in required layers with

using 13 % stone screening 13.2 mm size and

7.00 % stone dust as filler including sprading

,watering, and consolidation by vibratory

roller etc.complete.

6 Rolling and Watering of earthwork with 990.00 One 23.41

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

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

No. and reference to book of Specification)

7 Providing and ,laying 37.50 mm. bult up 674.00 One 2152.84

spray grout in one layer black crushed stone MT

aggrgate as per gradation and specification

including using bitumen (VG-30) for

tackcoat at the rate of 2.5 Kg./10 S.M. on BT .

surface by mechanical sprayer and bitumen

VG-30 grade mixing at the rate of 19.90 kg. /

M.T by weight of total mix ( i.e.1.99%)

including heating and mixing the aggregate

and bitumen by continuous batching drum

mix plant, transporting the mix and

spreading the same by paver finisher and

consolidation with vibratory roller including

cost of all material , fuel, labours, tools and

plants using contractor`s own drum mix

plant and machinaries etc. complete.

8 Providing and ,laying and rolling 50 mm. 926.00 One 2834.39

compacted thick B.M in one layer with B.T MT

aggregate as specified and using bitumen

(VG - 30) for tackcoat at the rate of

2.50Kg/10Sq.M for B.T surface and using

bitumen for Mix with aggregate at the rate of

3.50% i.e 35.00Kg/M.T of total mix including

heating and mixing in drum mix plant and

spreading the same by paver finisher and

consolidation with vibratory roller including

necessary fire wood, oil, lubricants,labor

charges using contractors own drum mix

plant machinaries and equipment, tools etc.

complete in accordance with the reuuirement

of specification.

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

No. and reference to book of Specification)

9 Providing, laying and rolling of mix seal 387.00 One 3220.97

surface with B.T. and aggregate as specified MT

using bitumen for mixing with aggregate at

the rate of 5.10% i.e. 51.00 Kg/MT of total

mix, including heating and mixing in drum

mix plant and spreading the same by paver

finisher and consolidation with vibratory

roller including necessary firewood, oil,

lubricants, labour charges, using contractor's

own drum mix plant, machineries and

equipment, tools etc. including flushing of

sand 0.27 Cum/10 Sqm etc. complete in

accordance with the requirement of

10 Excavation for foundation upto 1.5m depth 157.00 One 265.97

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (B) Dense or hard soil.

11 Excavation for foundation upto 1.5m depth 167.00 One 453.20

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

12 Providing and casting in situ ordinary 356.00 One 3935.98

cement concrete M-150 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

all Hieght.(More than 10 Ton)

13 Providing and filling in foundation with 40.00 One 3359.92

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers incl.

Formwork, vibrating, ramming and curing

complete. (More than 10 Ton)

14 Providing and casting in situ Orndinary 150.00 One 4104.78

cement concrete- M-200 for average Cum

75/150/100mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

15 Providing and laying weep hole in Abutment 309.00 One 90.82

and returns by using A.C pipe of 100mm. No

Incl. fixing in proper grade and jointing the

complete as per detailed specification.

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

No. and reference to book of Specification)

16 Providing and laying in Position FE - 2.600 One 73858.69

500/500D TMT bar reinforcement including MT

cutting, bending, hooking and tying

complete as per detailed drawings for the

following (A) Piers (B) Abutments (C)

Returns (D) Walls etc.

17 Providing and fixing Precast cement concrete 8.00 One 356.49

Hectometer as per IRC type design incl. No

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

18 Providing and fixing Precast cement concrete 250.00 One 108.49

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

including white washing etc. complete.

Fixing in Earth.

19 Providing and fixing ordinary Kilometer 3.00 One 704.33

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)

20 Providing and fixing Indicator stone of 102.00 One 343.26

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

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

complete Fixing in 1:5:10.

21 Supplying and fixing Junction Boards of 2.00 One 5236.69

M.S. plates and angles as per I.R.C. design No

incl;. Fixing in C.C. 1:4:8 with necessary

excavation painting, figuring, lettering on

boards etc. complete.

22 Providing and fixing Village name Boards as 2.00 One 3437.59

per standard I.R.C. type design of steel plate No

incl. painting, lettering etc. complete with

fixing in C.C. 1:4:8 block with necessary

excavation etc. complete

23 Providing and fixing Road sign of M.S. plate 16.00 One 3072.98

and angle iron incl. painting, lettering etc. No

complete. fixing in C.C. 1:4:8 block with

necessary excavation etc. complete as per

IRC type design (i) Reflective Type.

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

No. and reference to book of Specification)

24 Hazard Marker Sign:- Providing and fixing sign bords 6.00 One 3518.68

made out of 2mm aluminium Sheet size 90 X 30 cms No

rectangule as per the design/Drawing attached (IRC)

pretreted with phospheting process & acide 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. Specification;

3.1m long stand post and frame fabricated from

suitable size iron angle of 35 X 35 X 3mm & 50 X 50 X

5mm painted with best quality epoxy coating the

foxing at site shall be in 1:2:4 C.C. block of size 45 X45

X 60cms. for each leg. including excavation curing etc.

complete under the supervision of engineer in charge

(B) high intensity Grade

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

No. and reference to book of Specification)

25 Routr marker sign/Chevron sign :-Providing & fixing 30.00 One 3744.67

sign boards made out of 2mm aluminium sheet, size No

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)

EngineerGrade(VR)...

26 Road marking with hot applied thermo plastic 590.00 One 367.72

compound with reflectorising glass bend on Sqm

bituminous surface. providing and laying of hot

applied thermo plastic compound 2.5mm thick

including reflectorising glass bends @ 250gms. per

sq.mt area thickness of 2.5mm is exclusive of surface

apllied glass bends as per IRC-35. the finished surface

to be level, uniform and free from steaks and holes

27 supplying and fixing cat eye 400.00 One 375.72

(stimsonite)made out from acrilo beautile No

sterine injection high compressed molding

with reflector made of MMC(prismetic type

of size 12cm x 6cm x 2.5cm) provided with

bituminous adhesive 100g. with each unit for

fixing (high intensity grade)

28 Type -A 'W' : Metal Beam Crash Barrier 500.00 One 3213.82

(Providing and erecting a "W" metal beam Rmt.

crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm

above road/ ground level, fixed on ISMC

series channel vertical post, 150 x 75 x 5 mm

spaced 2m center to center, 1.8m high, 1.1 m

below ground/ road level, all steel parts and

fitments to be galvanised by hot dip process,

all fittings to conform to IS:1367 and IS:

metal beam rail to be fixed on the vertical

post with a spacer of channel section 150 x

x 5 mm, 330 mm long complete as per clause

Rupees One Crore Eight Lakh(s) Forty One Thousand Five Hundred Fourteen And

Paise Fifty Eight Only

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

No. and reference to book of Specification)

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.

* 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