Resurfacing of VadasadaKhirasara Road 0/0 to 8/200 and AmarnagarVadasada Road 0/0 to 7/00 Taluka : Jetpur District : Rajkot (Package No. RAJ / MMGSY / BUJ/25-26 / P-25)

Name of Work :-Resurfacing of Vadasada Khirasara Road 0/0 to 8/200 and Amarnagar Vadasada Road 0/0 to

7/00 Taluka : Jetpur District : Rajkot (Package No. RAJ / MMGSY / BUJ/25-26 / P-25)

Taluka:- Jetpur Dist : Rajkot

Item Item of Work Unit Tendered Total Amount

Item Item of Work Unit Tendered Total Amount

No. Quantity In Figures according to

1 Cleaning and grubbing & leveling of road land 4.860 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 37.50 mm thick Built up 2625.00 M.T. 2114.03

spray grout in one layer using black crushed

stone aggregate as per gradation and

specification including using RS1 for tackcoat

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

by mechanical sprayer and bitumen VG-30 for

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.

3 Providing and laying 37.50 mm thick Built up 1611.00 M.T. 2216.67

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 6469.00 M.T. 2719.28

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 2706.00 M.T. 3260.14

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 50.90KG/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.

6 Rolling of earthwork in layers with power 7904.00 Cum 23.41

roller including filling in depressions which

occur during the process including Watering

of earth work as directed.

7 Earthwork for embankment including 7904.00 Cum 177.33

breaking clods,dressing with all lead and lift

(excluding watering andconsolidation)(E)

From Borrow area within 3.0 Km. lead

8 Providing and laying compacted W.B.M. 2907.00 Cum 1035.68

grade-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.

9 Scarifying gravelled macadam or bitumen 20625.00 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

10 Providing and fixing ordinary kilometer stone 14.00 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.)

11 Providing and fixing hectometer of precast 64.00 No. 356.49

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

as per I.R.C. type design including painting

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

12 Providing and fixing guard stone of precast 493.00 No. 108.49

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

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

washing etc. complete (i) Fixing in earth

13 Cautionary Warning Sign :-Providing and 120.00 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)

14 Providing and fixing junction board of M.S. 14.00 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

15 Village name/ Bump Ahed sign :-Providing 55.00 No. 5045.36

and 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 45 x 60cms. for each leg. including

excavation curing etc. complete under the

supervision of engineer in charge.(A)

Engineer Grade(VR)...

16 Providing and fixing Indicator Stone of 790.00 No. 102.84

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

reinforcement as per I.R.C. type design

including white washing etc. complete ( I )

Fixing in Earth

17 Road marking with hot applied thermoplastic 3368.00 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 two years.

18 Cat Eye/Road Stud/RPM: Supplyuing Raised 1778.00 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 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 color

of the Marker Should be as per the IRC 35-

2015 and as directed by Engineer in charge

19 Hazard Marker Sign:- Providing and fixing 80.00 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

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

20 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

21 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

22 STOP Sign :-Providing and fixing sign boards 16.00 No. 6704.35

made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size

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

23 Informatory Signs :-Providing and fixing sing 10.00 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)...

24 Providing and fixing 5th Kilometer stone of 4.00 No. 1175.55

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

including painting and lettering etc. complete

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

25 Excavation for foundation upto 1.5mt depth 49.00 Cum 265.97

including sorting out and stacking of useful

materials and disposing of the excavated stuff

up to 50 mt. Lead (B) dense or hard soil

26 Excavation for foundation upto 1.5mt depth 33.00 Cum 453.20

including sorting out and stacking of useful

materials and disposing of the excavated stuff

up to 50 mt. Lead ( C ) Hard murrum

27 Providing and laying cement concrete 1:4:8 17.00 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

28 Providing and casting in situ ordinary cement 86.00 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.

29 Providing and laying in position FE 500D 2.75 M.T. 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

30 Filling available excavated earth (excluding 81.00 Cum 137.47

rock) in trenches,plinths,sides of foundations

etc. layers not exceeding 20cm. In depth

consolidating each deposited layer by

ramming and watering.

31 Providing and fixing post and pipe railing as 150.000 Rmt 1211.74

per detailed drawing including 3 coats of

painting to steel works complete

32 Box cutting the road surface to proper slope 275.00 Cum 104.04

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

33 Providing and filling in foundation with 113.00 Cum 3359.92

ordinary Cement Concrete M-100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

34 Providing and casting in situ controlled 165.00 Cum 5353.00

cement concrete M-250 for average 150mm

thick wearing coat laid as directed including

tamping, vibrating,finishing,curing and filling

in joints with bitumen complete.(more than

35 Providing and laying in position F.E. 5.78 M.T. 73243.01

500/500D T.M.T. Bars reinforcement

including cutting bending, hooking and tying

complete as per detailed drawings (A) Solid

Slab and Wearingcoat.

36 Supplying & fixing reinforced concrete heavy 30.00 Rmt 659.99

duty non pressure pipes with collars for

culverts carrying heavy traffic as per IS

1971 specification including setting the pipes

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

slopes) of class NP3 of following internal

diameters (iii) 300 mm dia with free lead.

Rupees Four Crores Seventy One Lakhs Sixty Four Thousand Seven Hundred Forty Seven & Paise Fifty Eight

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

1) Estimated amount put to Tender : Rs. 4,71,64,747.58 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.

Signature of the Executive Engineer :