Resurfacing of Padvla Mandasan Road (NP) 0/00 to 5/050 Ta.Upleta, Dist. Rajkot ( Package No.RAJ/MMGSY/BUJ/2025-26/P.51 )

Name of work :-Resurfacing of Padvla Mandasan Road (NP) 0/00 to 5/050 Ta.Upleta, Dist.

Rajkot ( Package No.RAJ/MMGSY/BUJ/2025-26/P.51 )

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 0.33 One 28455.09

including uprooting wild vegetation, grass Hect.

bushed, shrubs, saplings and trees girth up

to 300 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 light jungle.

2 Earthwork for embankment including 1788.00 One 165.42

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 112.00 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. 64.00 One 1350.98

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 48.00 One 1302.20

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.

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

No. and reference to book of Specification)

6 Rolling and Watering of earthwork with 1788.00 One 23.41

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

7 Providing and ,laying 37.50 mm. bult up 1177.00 One 2156.73

spray grout in one layer black crushed MT

stone 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.

8 Providing and ,laying and rolling 37.50 mm. 1223.00 One 2891.58

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 682.00 One 3433.19

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 79.00 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 79.00 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 177.00 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 17.00 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 515.00 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.

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

No. and reference to book of Specification)

15 Providing and laying weep hole in 131.00 One 90.82

Abutment and returns by using A.C pipe of No

100mm. Incl. fixing in proper grade and

jointing the complete as per detailed

16 Providing and laying in Position FE - 1.080 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 Dismantling the existing structure including 87.00 One 974.66

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

18 Providing and fixing Precast cement 19.00 One 356.49

concrete Hectometer as per IRC type design No

incl. painting, lettering etc. fixing in C.C.

19 Providing and fixing Precast cement 300.00 One 108.49

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

design including white washing etc.

complete. Fixing in Earth.

20 Providing and fixing ordinary Kilometer 6.00 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)

21 Providing and fixing Indicator stone of 228.00 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.

22 Supplying and fixing Junction Boards of 3.00 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.

23 Providing and fixing Village name Boards 2.00 One 3437.59

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

plate incl. painting, lettering etc. complete

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

excavation etc. complete

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

No. and reference to book of Specification)

24 Providing and fixing Road sign of M.S. plate 22.00 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.

25 Hazard Marker Sign:- Providing and fixing sign bords 10.00 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)

26 Routr marker sign/Chevron sign :-Providing & fixing 48.00 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)...

27 Road marking with hot applied thermo plastic 1210.00 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

28 supplying and fixing cat eye 793.00 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)

Rupees One Crore Thirty One Lakh(s) Ninety Five Thousand Nine Hundred Fifty

Four And Paise Ninety Six 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