Resurfacing of Thebachda to Kheradi Road (non plan) 0/00 to 2/50 Km Taluka and Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2026-27/P. 16 )

Name of work :- Resurfacing of Thebachda to Kheradi Road (non plan) 0/00 to 2/50 Km Taluka

and Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2026-27/P.16 )

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 road land including 0.75 One 28455.09

uprooting rank vegetation, grass bushes, Hect.

shrubs, saplings and trees girth up to 300mm

removal of stumps of trees cut earlier and

disposal of unserviceable materials and

stacking of serviceable materials to be use of

ouctioned upto a lead of 1000mt. including

removal and disposal of top organic soil not

exceeding 150mm in thickness. (C) By

Mechanical means in area of light Jungle.

2 Earthwork for embankment including 1800.00 One 171.48

breaking clods, dressing with all lead and lift Cum

(excluding watering and consolidation) (B)

From Borrow area with all lead (more than

3 Box cutting the road surface to proper slope 210.00 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. 150 246.00 One 1157.52

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.

5 Rolling and watering of earthwork in layers 1800.00 One 23.41

with vibratory 80 to 100 KN static weight Cum

including filling in depressions which occur

during the process as directed.

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

No. and reference to book of Specification)

6 Providing and laying 37.50 mm thick Built 802.00 One 2709.89

up spray grout in one layer using black MT

crushed stone aggregate as per gradation

and specification including using RS-1 for

tackcoat at the rate of 2.5 Kg / 10 Sq.M. On

B.T Surface by mechanical sprayer and

bitumen grade VG-30 mixing at the rate of

19.90 Kg. / M.T. by weightof total mix ( i.e.

1.99 %) including heating and mixing the

aggregate and bitumen by continous

batching drum mix plant, transporting the

mix and spreading the same by paver

finisher and consolidation with vibratory

roller including the cost of all materials, fuel

labours, tools and plants using contractors

own drum mix plant and machinaries etc.

7 Providing and laying Mix Seal Surface 20 492.00 One 4609.55

mm thick with B.T. aggregate as specified MT

and bitumen (VG-30) for mixing with

aggregate at the rate of 5.1 % i.e.

Kg./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, labour charges using

contractor's own drum mix plant,

machinaries and equipment, tools etc.

complete in accordance with the requirement

of specification.

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

No. and reference to book of Specification)

8 Providing, laying and rolling of 25 mm thick 561.00 One 3782.90

open graded premix bituminous carpet with MT

B.T. aggregate as specified and using

bitumen for tack coat at the rate of 2.5 Kg/

10 Sq.M. and using bitumen for mixing at the

rate of 3.36% i.e. 33.60 Kg/MT of total mix

including mixing in Drum mix plant

spreading the same with paver finisher and

consolidation with vibratory roller including

necessary fire wood, oil, lubricants, labor

charges etc. using contractor’s own hot mix

plant and equipments, tools etc. complete in

accordance with requirement of

9 Excavation for foundation upto 1.5m depth 202.00 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.

10 Excavation for foundation upto 1.5m depth 269.00 One 453.20

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

11 Providing and casting in situ ordinary 648.00 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

12 Providing and filling in foundation with 47.00 One 3359.92

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

13 Providing weep hole in Abutment and 384.00 One 90.82

returns using A.C and C.I grouting Incl. No

cutting fixing in pipe required slope

position as dirrected. Etc complete.

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

No. and reference to book of Specification)

14 Providing and laying in Position FE - 3.170 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.

15 Filling available excavated earth (excluding 249.00 One 137.47

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

16 Providing and fixing Precast cement concrete 10.00 One 356.49

Hectometer as per IRC type design incl. No

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

17 Providing and fixing Precast cement concrete 240.00 One 98.62

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

including white washing etc. complete.

Fixing in Earth.

18 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)

19 Providing and fixing Indicator stone of 154.00 One 102.84

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

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

complete Fixing in Earth

20 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.

21 Providing and fixing Road sign of M.S. plate 10.00 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)

22 Village/Bump Ahead sign. : Providing and fixing 4.00 One 5045.36

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,

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.

23 Informatory Signs :-Providing and fixing sing boards 4.00 One 3856.89

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)...

24 Hazard Marker Sign:- Providing and fixing sign bords 8.00 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 32.00 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 MMGSY Project Information Board: Providing and 1.00 One 12308.90

fixing of typical MMGSY Project informatory sign No

board with Logo as per 1700 of MORD specifications

and drawing. The board will be a composite unit

consisting of Three Plates ACM (Aluminum

Composite Material), material specificaitons as per

clause 17001.3. The top most plate will be of 3mm

ACM in diamond shape of 600x600mm size, riveted

with MS angle iron frame of 25mmx25mmx5mm size

on back on edges. The middle 4mm ACM plate of will

be 1200x150mm size riveted with MS angle iron frame

of 25mmx25mmx5mm size on back on edges. The

main 4mm ACM lower most plate will be

1500mmx600mm size, riveted with MS angle iron

frame of 25mmx25mmx5mm size. Riveting of all the

sheets over angle and flat iron frame will be done

neatly to have plain surface on one side. The angle

iron frame of lower most plate and flat iron frame of

the middle plate will be welded to two nos. 75mm

x75mm (12 SWG) sheet tubes posts placed at 1125mm

apart centre to centre. the top of the middle plate will

be flushed with the top of 75mm dia medium steel

tube posts and these posts will be embeded in cement

concrete M15 grade block of 450x450x600mm below

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

No. and reference to book of Specification)

27 MMGSY "LOGO" Board : Providing and fixing of 1.00 One 5405.06

MMGSY LOGO informatory sign board with Logo as No

per section 1700 of MORD specifications and drawing.

The board will be a composite unit consisting of Two

Plates of ACM (Aluminum Composite Material),

material specifications as per clause 17001.3. The top

most plate will be of 3mm ACP in diamond shape of

600x600mm size, riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. The Lower

plate will be of 4mm ACP of 1100x300mm size riveted

with MS angle iron frame of 25mmx25mmx5mm size

on back on edges. Riveting of all the sheets over angle

and flat iron frame will be done neatly to have plain

surface on one side. The angle iron frame of Both the

plates will be welded to a 75mm x75mmx6mm Mild

steel post at Centre and this post will be embeded in

Road concrete M15

hot block of 450x450x600mm

applied thermo plastic

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 allied glass bends as per IRC-35.

the finished surface to be level, uniform and free from

steaks and holes

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

No. and reference to book of Specification)

29 Cate eye / road stud/ RPM : Supplying 606.00 One 217.40

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 One Crore Ten Lakh(s) Sixty Two Thousand Five Hundred Forty And

Paise Thirty Six 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.

* 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.

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

No. and reference to book of Specification)

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division