Road

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

1 Clearing and Grubbing road land including 3.70 28393.03 Hect.

uprooting rank vegetation grass bushes,

shrubs, sapling and trees girth up to 300 mm

removal of stumps of trees cut earlier and

Disposal of Uunserviceable Materials (C) By

Mechanical means in Area of Light Jungle.

2 Box cutting the road surface to proper slope 4786.00 104.20 Cum

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

upto 50 Mt.lead.

3 Dismentaling the existing structure including 297.00 886.05 Cum

removing and stacking the dismentelled

materials as and where directed. (A) R.C.C.

4 Earthwork for embankment including breaking 18220.00 126.68 Cum

clods, dressing with all lead and lift and

including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry

density including filling the depression which

occur during the process using power roller 8T

to 10T. (E) From Borrow area within Land

Width (upto 10 ton)

5 Providing, laying, and compacting Quarry 1340.00 811.27 Cum

spall for Road side shoulders including

spreading in uniform thickness, including

rolling with vibratory roller 80-100 kN static wt.

to proper grade and camber including

watering etc. complete.

6 Construction of granular sub - base by 948.00 1559.33 Cum

providing granular material of Grading-II,

spreading in uniform layers with motor grader

on prepared surface, mixing by mix in place

method with front end loader at OMC, and

compacting with vibratory roller to achieve the

desired density, complete as per clause

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

7 Providing, laying, spreading and compacting 3380.00 1824.90 Cum

stone aggregates of specific sizes to water

bound macadam (Grade-II) (B.T. Metal of size

45 to 63 mm) specification including

spreading in uniform thickness, handpacking,

rolling with 3 wheeled steel / vibratory roller in

stages to proper grade and camber, applying

and brooming requisite type of screening /

binding Materials to fill up the interstices of

coarse aggregate, watering and compacting to

the required density.

8 Providing and applying Tack coat, using VG- 12863.00 20.81 Sqmt

30 bitumen at the rate 4.0 kg. / 10 sq.m. on

B.T. surface including cleaning the surface

etc. complete

9 Providing and applying Tack coat, using VG- 25747.00 12.40 Sqmt

30 bitumen at the rate 2.5 kg. / 10 sq.m. on

B.T. surface including cleaning the surface

etc. complete

10 Providing & laying 37.50 mm thick Bituminous 2979.00 2278.39 M.T.

grout base course using B.T. stone aggregate

as per required gradation with asphalt of VG-

30 grade at the rate of 1.99 % i.e. 19.90 Kg /

M.T. including heating & mixing in drum mix

plant transporting the mix spreading the same

by paver finisher and consolidation by

vibratory roller as per MORT&H specification

including cost of all materials fuel, labours,

tools and plant etc using contractors own

drum mix plant etc. comp.

11 Providing & laying 37.50 mm thick Bituminous 2552.00 2996.66 M.T.

macadam using B.T. stone aggregate as per

required gradation with asphalt of VG-30 at

the rate of 3.40 % i.e. 34.0 Kg/M.T. by weight

mix including heating & mixing in drum mix

plant transporting the mix spreading the same

by paver finisher and consolidation by

vibratory roller as per MORT&H specification

including cost of all materials fuel, labours,

tools and plant etc using contractors own

drum mix plant etc. comp.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

12 Providing & laying 20 mm thick Mix Seal 1790.00 3621.89 M.T.

Surface using specified graded machine

crushed aggregates with VG-30 grade

bitumen at the rate of 5.1% i.e. 51.0 Kg/M.T.

by weight mix including heating & mixing in

drum mix plant transporting the mix spreading

the same by paver finisher and consolidation

by vibratory roller as per MORT&H

specification including cost of all materials

fuel, labours, tools and plant etc. comp. and

flushind sand @ rate of 0.30 cmt/ 100 smt.

13 Providing and laying 25 mm thick premix 431.00 2952.35 M.T.

asphalt carpet using 0.66 Cum per 1 MT. mix

with M. C. stone agg. with VG-30 for tackcoat

@2.5 kg./10 Sqmt BT surface and using

asphalt VG-30 of 33.60 kg. ie. 3.36 % by

Drum Mix Plant & spreading the same by

paver finisher with vibratory roller 80 to

KN. static wt. incl. providing all equipments

tools and plants, firewood, oil, kerosene,

labour charges etc. complete with contractor's

own machineries, etc. complete

14 Providing and laying bitumenous Seal coat 302.00 3148.65 M.T.

0.24 Cum / 10 smt. with machine crushed

aggregate using 45.00 kg. VG-30 of bitumen

per M.T. of total weight of mix agg. (4.50 % of

total weight of mix) by drum mix plant and

spreading the same by paver finisher and

consolidation with vibratory roller 80 to

KN static wt. incl. providing all materials

equipments, tools and plants, firewood, oil,

kerosene, labour charges etc. comp & flushing

sand @ rate of

15 Providing and fixing ordinary Kilometer stone of 15.00 704.33 No.

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

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

1:4:8 including painting, lettering etc. complete

(For O.D. road V.R.)

16 Providing and fixing Hectometer as per I.R.C. 51.00 356.50 No.

type design including painting, lettering etc.

complete. (ii) Fixing in C. C. 1:5:10

17 Providing and fixing indicator stone of approved 699.00 343.27 No.

stoneas per I.R.C. type design in C.C. 1:4:8

including white washing etc. complete. (ii) Fixing

18 Providing and fixing guard stone as per I.R.C. 256.00 349.11 No.

type design including white washing etc.

complete.(ii) Fixing in C.C. 1:5:10

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

19 Cautionary Warning Sign :-Providing and fixing 22.00 3218.09 No.

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)

20 Facility Informatory Sign :- Providing and fixing 18.00 3741.44 No.

sing boards made out of 2mm aluminium sheet;

size 80 x 60 cms. 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 3 mm 75 x 75 x 6 mm

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 x 45 x 60 cms. for each

leg. including excavation curing tec. complete

under the supervision of engineer in charge. (A)

Engineer Grade(VR)...

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

21 Regulatory / Mandatory signs :Providing and 20.00 3113.10 No.

fixing sing boards made out of 2mm aluminium

sheet; size 60 cms. diameter circle as per the

design of IRC-67-1977 pre treated with

phospheting process & acid eteching; 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; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x

x 3 mm 75x75x6mm as required; painted with

best quality 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 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)...

22 Providing and fixing Junction board of M.S. 11.00 5236.70 No.

plates and angles as per standard I.R.C. design

including fixingin C.C.1:4:8 with necessary

excavation painting figuring and lettering on

board etc. complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

23 Chevron sign :-Providing and fixing sign boards 38.00 3711.75 No.

made out of 1.5 mm aluminium sheet / 3mm

ACP (Aluminum composite Panel); size 60x50cm

rectangular 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; 3.3 mtr

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

x 3 mm; painted with bestquality 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 blockof size

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 product offered shall be submitted by

contractor. (A) Class-B Type-4 Retro Reflective

24 Hazard Marker Sign :-Providing and fixing sing 22.00 2423.74 No.

boards made out of 2mm aluminium sheet; size

90 x 30cms. rectangle as as per the

design/drawing attached (IRC) pretreated 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; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x

x 3mm & 50 x 50 x 5mm painted with best quality

epoxy coatings The fixing at site shall be in 1:2:4

CC block of size 45x45x 60cms. for each leg.

including excavation curing etc. complete under

the supervision of engineer in charge. (A)

Engineer Grade (VR)...

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

25 Citizen' s information Board- Providing and 5.00 12266.60 No.

fixing of typical MMGSY information board as

per instruction. Two MS plates of 1.6 mm

thick, of 900 mm x 750mm size fixed at top &

bottom duly welded with MS angles of 25 x

25 x 5 mm thick M.S plate shall be welded by

two vertical M.S flats & four horizontal M.S

flates 5 mm thick to 75 mm x 75 mm of

SWG square tubes posts duly embedded in

cement concrete M-15 grade blocks of

600mm x 600mm x 75mm, below ground

level. Painting New letters & figure of any

shade with ready mixed synthetic enample

paint of superior quality in required shade and

colour, All sections of framed posts and steel

tube will be painted with primer and two coats

of epoxy paints as per drawing Clause

and Annexure 1700.1 (10.16)

26 MMGSY "LOGO" Board : Providing and fixing 5.00 4677.85 No.

of KISANPATH 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 3 mm ACP in

diamond shape of 600 x 600 mm size, riveted

with MS angle iron frame of 25 mm x 25 mm x

5 mm size on back on edges. The Lower plate

will be of 4 mm ACP of 1100 x 300 mm size

riveted with MS angle iron frame of 25 mm x

25 mm x 5 mm 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 450 x 450 x 600 mm

below ground level. The height of the bottom

of the lower plate will be 1200 mm from

normal ground level. The spacing between the

diamond shaped plate and Lower Plate is kept

150 mm. 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

and IRC 67-2012 specifications. Al the section

of the frame and posts shall be painted with

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

27 MMGSY Project Information Board: Providing 5.00 8752.96 No.

and fixing of typical PMGSY Project

informatory sign board with Logo as per

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 25 mm x

25 mm x 5 mm size on back on edges. The

middle 4mm ACM plate of will be 1200 x

mm size riveted with MS angle iron frame of

25 mm x 25 mm x 5 mm 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.

mm x 75 mm (12 SWG) sheet tubes posts

placed at 1125 mm apart centre to centre. the

top of the middle plate will be flushed with the

top of 75 mm dia medium steel tube posts and

these posts will be embeded in cement

concrete M15 grade block of 450 x 450 x

mm below ground level. The height of the

bottom of the lower plate will be 1200 mm

from normal ground level and the bottom of

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

28 Road marking with hot applied thermoplastic 2655.00 367.72 Sqmt

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.

29 Cat Eye / Road Stud / RPM: Supplying of 2735.00 326.23 No.

Molded Twin Shanks Raised Pavement

Markers made of polycarbonate and ABS

moulded body and reflective panels with micro

prismatic lens capable of providing total

internal reflection of the light entering the lens

face and shall support a load of 13635 kgs.

tested in accordance to ASTM D 4280 Type H

and complying to Specifications of Category A

of MORTH Circular No RW/NH/33023/10-97

DO III Dt 11.06. 1997. The height, width and

length shall not exceed 20 mm, 130 mm and

130 mm and with minimum reflective area of

13 Sqcm on each side and the slope to the

base shall be 35 +/- 5 degree. The strength of

detachment of the integrated cylindrical

shanks, (of diameter not less than 19 +/-

mm and height not less than 30+/- 2 mm) from

the body is to be a minimum value of 500 Kgf.

Fixing will be by drilling holes on the road for

the shanks to go inside, without nails and

using epoxy resin based adhesive as per

manufacturers recommendation and The color

of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

30 A Providing and erecting a Single "W" metal 330.00 4676.57 Rmt

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 2.0 m centre to centre ,1.8 m 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 ,Fixed in M-25

Grade Concrete 1.1 x 0.5 x 0.5 complete as

per clause 810. Reflector type-4 class - B

High Intensity grade at Every Post as per

drawing complete as per clause

31 Excavation for foundatiuon upto 1.5 m depth 1886.00 241.79 Cum

incl. Sorting out & stacking of useful material

& disposing of the excavated stuff upto 50m.

Lead. (B) Dense or hard soil.

32 Providing and filling in foundation with 1206.10 3245.56 Cum

ordinary cement concrete M- 100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

33 Supplying and fixing reinforced concrete 162.50 3446.50 Rmt

heavy duty non pres-sure pipes with collars

for culverts incl. Setting and joining the pipes

in C.M. 1:2 watering & laying (two level or

slope ) of 900mm dia. NP3 pipe internal

diametre of IS 458 /

34 Providing and filling in foundation with 2704.00 3818.81 Cum

ordinary cement concrete M- 150 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

35 Providing TMT Bar FE 500/500D 17978.00 76.21 Kg.

reinforcement for R.C.C. work including

bending, binding and placing in position

complete upto floor two level

36 Providing Kachha Diversion may be 8.00 5050.00 No.

necessary for traffic and maintaining the same

for the period as may be necessary as

directed by engineer in charge.

37 Dismentalling the existing structure including 8.00 5050.00 No.

removing & stacking the dismentalled

materials as and where directed

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

38 Provinding and filling sand below R.C.C. raft 30.00 458.14 Cum

in layers including ramming and watering

39 Providing & casting in situ Controlled 1917.00 5230.00 Cum

cement concrete M - 250 for Cement

Concrete Road laid as directed including

tamping, vibrating, finishing, curing, and filling

in joints with bitumen complete.

40 Compaction and finishing of cement concrete 9581.00 73.14 Sqmt

road by trimix process providing extra labour

charges for the trimix vaCum dewatering

service process on cement concrete road

surface by using vaCum dewatering pump

floater surface vibrator including making

rough finish to surface as per in including

levelling the complete.

41 Providing and adding & laying surface 2876.00 50.50 Kg.

Hardener in Cement Concrete grade - M-25 at

the rate of 3.0 Kg / 10 Sqmt & spreading on

flooring as per directed and instructed by

Engineer in Charge etc. comp.

42 Providing and laying Weep hole in abutment 879.00 45.81 No.

and return by using PVC. pipe of 100 mm dia

including laying in proper grade and joining

complete etc as per details specification .

43 Providing and laying - Fitter Media 600 mm 1179.00 1180.34 Sqmt

thick directed at the back of abutments,

returns and wing walls as per detailed

specifications.

44 White washing with lime on wall surface (two 2151.00 12.09 Sqmt

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust; mortar drops and other foreign

45 Excavation for foundation upto 1.5 m depth 242.00 486.77 Cum

incl. Sorting out & stacking of useful material

& isposing Lead. (B) Dense of hard soil

46 Providing and casting in-situ controlled 164.00 4549.01 Cum

cement concrete M 250 for R.C.C raft and cut

off walls including necessary shuttering, laying

vibrating, ramming and curing complete.

47 Filling available excavated earth (Excluding 190.00 130.39 Cum

Rock) in Trenches,Plinth,sides of foundations

etc. in layers not exceeding 20 cm. in depth

consolidating each deposited layer by

ramming and watering.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

48 Supplying and fixing reinforced concrete 112.50 1176.49 Rmt

heavy 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. (ii) 450mm dia.

Total Rs.

Rupees Seven Crore FiftyNine Thousand Five Hundred FiftySeven and Paisa Thirteen Only

I / We / am/are willing to carry out the work at ________________________________% above / below

percent (should be written in figure and words) of the estimated rates mentioned above. Amount of

my/our tender Works out as under.

Estimated Amount Estimated Amount

put to tender Rs. _________ put to tender Rs. _________

Deduct_______% below Add_______% above

Net Rs._________ Net Rs._________

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.

5 Dismentalling of Credit materials amounting of Rs. -0.00 must be recovered from Contractor's

respective R.A. Bill.

Signature of Contractor

Dy. Executive Engineer Executive Engineer

Panchayat R.&B. Sub Division Panchayat R.&B.Division

Matar Nadiad