Resurfacing of Haripar Valadungara Road 0/0 to 3/300 and Lunagara Dudhivadar road 0/0 to 5/00 Taluka : Jetpur District : Rajkot.Taluka : (Package No. RAJ / MMGSY / BUJ / 25-26 / P-36)

Name of work:- Resurfacing of Haripar Valadungara Road 0/0 to 3/300 and Lunagara Dudhivadar road

0/0 to 5/00 Taluka : Jetpur District : Rajkot.Taluka : (Package No. RAJ / MMGSY / BUJ / 25-26 / P-36)

Taluka:- Jetpur Dist : Rajkot

Bill Of Quantities

Item Item of Work Tendered Rates Total Amount

Item Item of Work Tendered Rates Total Amount

No. Quantity In Figures Rs. according to

1 Cleaning and grubbing & leveling of road land 1.62 Hect 28455.09

including uprooting rank vegetation, grass

bushes, 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 100 mt. including

removal and disposal of top organic soil not

exceeding 150mm in thickness ( C ) By

mechanical means in area of light jungle.

2 Providing and laying compacted W.B.M. grade- 3487.80 Cum 1035.68

1 150 mm thick of machine crushed 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 etc.complete.

3 Providing and laying 37.50 mm thick Built up 1919.00 MT 2120.48

spray grout in one layer using black crushed

stone aggregate as per gradation and

specification including using RS1 for tackcoat

at the rate of 4.00 Kg./10 Sqmt.on BT surface

by mechanical sprayer and bitumen of 80-100

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 materials, fuel,

labours,tools and plants. using contractor's own

drum mix plant and machineries etc. complete.

4 Providing, laying and rolling of 50 mm 2814.00 MT 2633.49

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

aggregate as specified and using RS1 for

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

surface and using VG-30 bitumen for mixing

with aggregate at the rate of 3.50% i.e.

Kg./ M.T. of total mix including heating and

mixing in drum mix plant, spreading the same

with paver finisher and consolidation with

vibratory roller including necessary fire wood,

oil, lubricants, labour charges etc. using

contractor's own drum mix plant,machineries

and equipment, tools etc. complete in

accordance with the requirement of

5 Providing and laying 20 mm thick average for 1178.00 MT 3142.93

Mix seal surface using stone chips @66% by

weight, gradation as per MORTH specification

and using bitumin VG 30 grade at rate not less

then 51KG/MT on BT surface using stone

chips as per MORTH specification including

heating the ashphalt and aggregates by hot mix

plant and spreading the same bt paver finisher

including consolidation wit vibratory roller and

providing, operating plant machinaries,

equipments, tools, plants, oil, fire wood,

kerosene and all labour charges etc. complete.

6 Earthwork for embankment including breaking 1498.00 Cum 177.33

clods,dressing with all lead and lift (excluding

watering andconsolidation)(E) From Borrow

area within 3.0 Km. lead

7 Rolling of earthwork in layers with power roller 1498.00 Cum 23.41

including filling in depressions which occur

during the process including Watering of earth

work as directed..

8 Scarifying gravelled macadam or bitumen 11626.00 Sqmt 66.66

macadam surface 6cm to 10 cm depth including

stacking useful materials on road side spreading

the same in required grade and camber

including compacting with vibratory roller and

disposing of the remaining stuff as directed.

9 Providing and fixing ordinary kilometer stone 8.00 No 704.33

of precast C.C. 1 : 2 : 4 including necessary

reinforcement as per I.R.C.type design in C.C.

1 : 4 : 8 including letter and paints etc.

complete (For O.D.R & V.R.)

10 Providing and fixing hectometerof precast C.C. 32.00 No 356.49

1:2:4 including necessary reinforcement as per

I.R.C. type design including painting lettering

etc. complete (ii) Fixing in C.C. 1 : 5 :

11 Providing and fixing guard stone of precast 371.00 No 108.49

C.C. 1:2:4 including necessary reinforcementas

per I.R.C. type design including white washing

etc. complete (i) Fixing in earth

12 Cautionary Warning Sign :-Providing and 32.00 No 3808.65

fixing sing boards made out of 2mm aluminium

sheet; size 90 x 90 x 90 cms. equilateral

triangle as per 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 refiectivesheeting as per

latest M.O.S.T.Specifications; 3.1m long stand

postand frame fabricated from suitable sizeiron

angle of 35 x 35 x 3mm, 75 x 75 x 6mm as

required; painted with bestquality epoxy

coatings in black andwhite bends. The details

of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing

at site shall be in 1:2:4 CC blockof size 45 x

45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of

engineer in charge.(A) Engineer Grade(VR)

13 Providing and fixing junction board of M.S. 8.00 No 5236.69

Plates and angles as per standard I.R.C. type

design including fixing in C.C. 1 : 4 : 8 with

necessary excavation, painting, figuring and

lettering on board etc. complete

14 Village name/ Bump Ahed sign :-Providing and 22.00 No 5045.36

fixing sing boards made out of 2mm aluminium

sheet; size 90 x 60cms. 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 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

x 60cms. for each leg. including excavation

curing etc. complete under the supervision of

engineer in charge.(A) Engineer Grade(VR)...

15 Providing and fixing Indicator Stone of precast 371.00 No 102.84

C.C. 1:2:4 including necessary reinforcementas

per I.R.C. type design including white washing

etc. complete ( I ) Fixing in Earth

16 Road marking with hot applied thermoplastic 1519.00 Sqmt 367.72

paints with reflectorising glass beads on

bitumin surface providing and laying a hot

applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms

per sqm area, thickness of 2.5mm is excluding

of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform

and free from streaks and holes. zebra patta

/bump patta lane/center line/ edge line/cut

patta. The white color marking should provide

liminance coefficinet on cemend road shalll be

min 130 mcd/m2/lux and Asphalt road shall be

min 100 mcd/m2/lux during the service life

during the day time. The marking should meet

the performance criteria for night time

reflectivity, wet reflectivity and skid resistance

as mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be

17 Cat Eye/Road Stud/RPM: Supplyuing Raised 786.00 No 217.40

Pavement Markers made of polycarbonate 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 13635kgs tested in accordance to

ASTM D4280 Type H and complying to

Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97-DOIII Dt

11.06.1997,The Height,Width and Length

Shall not exceed 20 mm,130mm and 130 mm

and width minimum reflective area of 13 Sqcn

on each side and slope to the base shall be

+/- 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 color of

the Marker Should be as per the IRC 35-2015

and as directed by Engineer in charge.

18 Hazard Marker Sign:- Providing and fixing 22.00 No 2423.73

sign bords made out of 2mm aluminium Sheet

size 90 X 30 cms 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

19 MMGSY "LOGO" Board : Providing and 2.00 No 4923.75

fixing of MMGSY LOGO informatory sign

board with Logo as 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.

20 MMGSY Project Information Board: 2.00 No. 11307.96

Providing and fixing of typical MMGSY

Project informatory sign 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

21 STOP Sign :-Providing and fixing sign boards 6.00 No. 6704.35

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 cms.

Octagonal as per design of IRC-67-2012. Pre

treated with phospheting process & acid

etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in

black and white bends. The details of symbol

for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x 60 Cms. for

each leg including excavation, curing

etc.complete under the supervision of engineer

in charge. A warranty for 7 years for the Retro

reflective sheeting from original manufacturer

& a certified copy of 3 year outdoor exposure

test report from third party test lab for the

22 Informatory Signs :-Providing and fixing sing 5.00 No. 3856.89

boards made out of 2mm aluminium sheet; size

80 x 60cms. 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)...

23 Type -A 'W' : Metal Beam Crash Barrier 200.00 Rmt 3468.34

(Providing and erecting a "W" metal beam

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: 1364, metal

beam rail to be fixed on the vertical post with a

spacer of channel section 150 x 75 x 5 mm,

330 mm long complete as per clause

24 Excavation for foundation upto 1.5mt depth 170.00 Cum 265.97

including sorting out and stacking of useful

materials and disposing of the excavated stuff

up to all lead (B) dense or hard soil

25 Excavation for foundation upto 1.5mt depth 117.00 Cum 453.20

including sorting out and stacking of useful

materials and disposing of the excavated stuff

up to all lead( C ) Hard murrum

26 Providing and laying cement concrete 1:4:8 46.00 Cum 2739.85

(1cement 4-coarse sand 8: hand broken

aggregate 40 mm nominal size) and curing

complete excluding cost of formwork in ( A )

Foundation and plinth

27 Providing and casting in situ ordinary cement 272.00 Cum 3935.59

concrete M-150 mix with and providing

necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and

finishing complete without V-grooves (A)

Height 0.0 to 5.0 m.

28 Providing and laying in position FE 500D 3.95 MT 73858.69

TMT bar reinforcement including cutting,

bending, hooking and tying complete as per

detailed drawings for the following.(A) Piers

(B) Abutments (C) R.C.C. Returns

29 Filling available excavated earth (excluding 285.00 Cum 137.47

rock) in trenches,plinths,sides of foundations

etc. layers not exceeding 20cm. In depth

consolidating each deposited layer by ramming

30 Supplying and fixing reinforced concrete heavy 60.00 Cum 3469.25

duty non-pressure pipes with collars for

culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes

in C.M. 1:2 watering and laying (to level or

slopes) of class NP3 of following internal

daimeters.(iii) 900mm dia.

31 Demolition of Brick work and stone masonry 45.00 CUm 589.69

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

32 Providing and fixing 5th Kilometer stone of 1.00 No 1175.55

approved hard stone as per I.R.C. type design

in C.C. 1:4:8 including painting and lettering

etc. complete (For N.H., S.H. and M.D.R.)

33 Construction of un-reinforced, dowel jointed, 227.00 Cum 6090.60

plain cement concrete pavement over a prepared

sub base with concrete grade M300, coarse and

fine aggregate conforming to IS 383, maximum

size of coarse aggregate not exceeding 25 mm,

mixed in a batching and mixing plant as per

approved mix design, transported to site, laid

with a fixed form or slip form paver, spread,

compacted and finished in a continuous

operation including provision of contraction,

expansion, construction and longitudinal joints,

joint filler, separation membrane, sealant

primer, joint sealant, debonding strip, dowel

bar, tie rod, admixtures as approved, curing

compound, finishing to lines and grades as per

Rupees Two Crores Fifty Lakhs Ninty Eight Thousand Nine Hundred Eighty & Paise Seventy One Only

I/we am / are willing to carry out the work at % above / below the estimated rates (percentage should be

written in words and figures % above / below) the estimated rates as mentioned above. Amount of

My / Our tender works out as under

1) Estimated amount put to Tender : Rs. 2,50,98,980.71 1) Estimated amount put to Tender : Rs.

2) Deduct % below Rs. . 2) Add % Above Rs. .

3) Net Amount of Tender Rs. 3) Total Amount of Tender Rs. .

3) Net Amount of Tender Rs. 3) Total Amount of Tender Rs. .

4) In words Rs. 4) In words Rs.

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.

Deputy Executive Engineer Executive Engineer

R & B (P) Sub Division R. & B. Panchayat Division