Resurfacing of N.H to Vankaner Private Road (Non Plan) 0/00 to 2/30 Km. Taluka and Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2026-27/P.13)

Name of work :-Resurfacing of N.H to Vankaner Private Road (Non Plan) 0/00 to 2/30 Km.

Taluka and Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2026-27/P.13)

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 0.59 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 1725.00 One 171.48

breaking clods, dressing with all lead and lift Cum

(excluding watering and consolidation) (B)

From Borrow area with all lead and lift lead

(more than 10 ton)

3 Earthwork in cutting in all sorts of soil and 720.00 One 140.87

soft Murrum including conveying and Cum

spreading the suff embankment as and

where directed within 200 meters from the

end of the cutting with all required lead and

4 Scarifying graveled macadam or Bitumen 3796.00 One 43.58

macadam surface 6cm to 10cm depth Sqm

including stacking useful materials on road

side and disposing off remaining stuff.

5 Wet Mix Macadam:- Providing, laying, 1934.00 One 1118.14

spreading and compacting graded stone Cum

aggregate to wet mix macadam specification

including premixing the Material with water

at OMC in mechanical mix plant carriage of

mixed Material by tipper to site, laying in

uniform layers with paver in sub- base /

base course on well prepared surface and

compacting with vibratory roller to achieve

the desired density. (As per Standard

Databook for Roads & Bridges - MORTH

SPECIFICATION CLAUSE-406/Item

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

No. and reference to book of Specification)

6 Rolling and watering of earthwork in layers 1725.00 One 23.41

with vibratory 80 to 100 KN static weight Cum

including filling in depressions which occur

during the process as directed.

7 Providing and appliying primer coat with 12882.50 One 38.58

bitumen emulsion on prepared surface of Sqm

granular Base including clearing of road

surface and spraying primer at the rate of

0.70 to 1.00kg/sqm using mechanical means,

8 Providing and ,laying and rolling 50 mm. 1418.00 One 3701.01

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

aggregate as specified and using RS-1

Bituminous Emulsion for 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 3.40% i.e 34.00Kg/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.

9 Providing and laying Mix Seal Surface 20 1490.00 One 4713.50

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)

10 Supplying and fixing reinforced concrete 75.00 One 1190.05

heavy duty non presure pipes with collars Rmt.

for culverts carrying heavy traffic as per IS

458-1991 specification including setting and

joinng the pipes in C.M. 1:2 watering and

laying (to level or slope) of I.S. Class NP-3 of

following internal diameter with all lead and

lift. (i) 450mm Dia.

11 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.

12 Providing and fixing Precast cement concrete 120.00 One 98.62

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

including white washing etc. complete.

Fixing in Earth.

13 Providing and fixing ordinary Kilometer 2.00 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)

14 Providing and fixing Indicator stone of 103.00 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

15 Supplying and fixing Junction Boards of 1.00 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.

16 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)

17 Village/Bump Ahead sign. : Providing and fixing 2.00 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.

18 Informatory Signs :-Providing and fixing sing boards 2.00 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)...

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

No. and reference to book of Specification)

19 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)...

20 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)

21 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

cement concrete M15 grade block of 450x450x600mm

below ground level. The height of the bottom of the

lower plate will be 1200mm from normal ground

level. The spacing between the diamond shaped plate

and Lower Plate is kept 150mm. MMGSY logo, letters

and numerals on the ACM should be made up of

Retro Reflective sheeting of Type-1 AEGP Class-A

grade as per the latest MORD section 1700 and IRC 67-

22 Road marking with hot applied thermo plastic 644.00 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 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)

23 Cate eye / road stud/ RPM : Supplying 561.00 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 Sixty Two Lakh(s) Seventeen Thousand Two Hundred Eight

And Paise Thirty Two 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