Construction Work of New Cross Drainage, Repairing of Cross Drainage, Structure & bridge repair Work & Other Misc. Work on Various Roads as & when required or in Emergency Under Jurisdiction of R & B Sub Division, Road R & B Bhuj &, Mandvi & Nakhatrana Kachchh. (Annual Rate Basis)

Name of work :-

Construction Work of New Cross Drainage, Repairing of Cross Drainage,

Structure & bridge repair Work & Other Misc. Work on Various Roads as &

when required or in Emergency Under Jurisdiction of R & B Sub Division,

Road R & B Bhuj &, Mandvi & Nakhatrana Kachchh. (Annual Rate Basis)

Bill of Quantity

Memorandum showing items of works to be carried out.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated In Figures In Words

but may be estimated Quantities

1 50.00 Job Work for Dismentalling the 590.69 Rupees Five Job

existing Cross Drainage structure Hundred

including removing and stacking Ninety And

the dismentelled materials as and Paise Sixty

where directed (A) R. C. C. work, Nine Only

Brick masonary , UCR masonary,

Pipe etc. Complete as per

instruction of Engineer In Charge.

2 6859.00 Excavation for foundation upto 1.5 157.32 Rupees One Cum

m depth including sortingout and Hundred Fifty

stacking of useful materials and Seven And

disposing off theexcavated stuff Paise Thirty

upto 50 Meter lead.(B) Dense or Two Only

3 1243.00 Providing and casting in situ 3737.13 Rupees Three Cum

Ordinary cement concrete M-150 Thousand

for R.C.C. Raft and cut-off walls Seven Hundred

including necessary shuttering Thirty Seven

laying,vibrating, ramming and And Paise

curing complete. Thirteen Only

4 600.00 Supplying and fixing reinforced 3469.25 Rupees Three Rmt

concrete heavy duty non- Thousand Four

pressurepipes with collars for Hundred Sixty

culverts carrying heavy traffic as Nine And Paise

per IS 458-1991 specifications Twenty Five

including setting the pipes in C.M. Only

1:2watering and laying (to level or

slopes) of class NP3 of

followinginternal daimeters.(v)

5 200.00 Supplying and fixing reinforced 5560.00 Rupees Five Rmt

concrete heavy duty non- Thousand Five

pressurepipes with collars for Hundred Sixty

culverts carrying heavy traffic as Only

per IS 458 1991 specifications

including setting the pipes in C.M.

1:2watering and laying (to level or

slopes) of class NP3 of

followinginternal daimeters.(vii)

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

6 5556.00 Providing and casting in situ 5160.23 Rupees Five Cum

controlled cement concrete M-200 Thousand One

for R.C.C. return as per drawings Hundred Sixty

including centering And Paise

shuttering,scaffolding where Twenty Three

necessary, laying vibrating, curing Only

and finishingcomplete.(A) Height

from 0.0 to 5.0 M. For Wall

7 42980.00 Providing TMT Bar FE 500D 77.28 Rupees Kg

reinforcement for R.C.C. work Seventy Seven

including bending, binding and And Paise

placing in position complete upto Twenty Eight

8 5620.00 Filling around the pipes with 84.68 Rupees Eighty Cum

murrum including dressing , Four And Paise

tampering etc. complete. Sixty Eight Only

9 1965.00 Construction of granular Sub base 1307.95 Rupees One Cum

(Grading -I) by providing close Thousand

graded material BTMC using metal Three Hundred

53 mm to 26.5 mm@ 27.5%, Seven And

aggregate 26.5 mm to 9.5 mm @ Paise Ninety

22.5% & 9.5 mm to 4.75 mm @ Five Only

10% and stone dust 4.75 mm &

below @ 40% incl. 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 as per

MORTH specification.

10 2547.00 Painting Two Coats on New 90.90 Rupees Ninety Sqm

Concrete Surfaces (Painting two And Paise

coats after filling the surface with Ninety Only

synthetic enamel paint in all

shades on new plastered concrete

11 4193.00 Providing & laying weep hole in 86.69 Rupees Eighty Each

Aburtments, and returns by using Six And Paise

A.C. pipe of 100mm including Sixty Nine Only

laying in proper grede and

jointingthe completed as per

detailed specification.

12 6313.00 Excavation for foundation in sand, 511.11 Rupees Five Cum

gravel, clay soft soils and murrum Hundred

etc. including shoring, strutting Eleven And

dewatering as necessary and Paise Eleven

disposing of the excavated stuff as Only

directed.(A) Depth up to 3.0 M. and

lead upto 100 m for 10 Cum

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

13 1070.00 Providing and laying controlled 3956.63 Rupees Three Cum

cement concrete M.150 for curing Thousand Nine

complete excluding cost of Hundred Fifty

formwork and reinforcement for Six And Paise

reinforced concrete work in (A) Sixty Three

Foundations, footings,Base Only

ofcolumns and Mass concrete

14 275.00 Providing and Casting in situ 4552.98 Rupees Four Cum

controlled Cement Concrete M-200 Thousand Five

for R.C.C. Raft and cutt-off walls Hundred Fifty

including necessary shuttering Two And Paise

laying, vibrating, ramming and Ninety Eight

curing complete. Only

15 263.00 Providing and casting in situ 5708.72 Rupees Five Cum

controlled cement concrete M-200 Thousand

for R.C.C. work in superstructure Seven Hundred

including centering,ramming Eight And

vibrating curing and finishing Paise Seventy

complete.(A) T-Beam and Deck slab Two Only

type of superstructure (I) Deck slab

16 332.00 Providing and casting in situ 4166.43 Rupees Four Cum

ordinary cement concrete concrete Thousand One

M-200 for approach slab including Hundred Sixty

formwork curing and finishing Six And Paise

complete. Forty Three

17 3121.00 Providing and laying - Fitter Media 1239.35 Rupees One Sqm

600mm thick directed at theback of Thousand Two

abutments, returns and wing walls Hundred Thirty

as per detailed specifications. Nine And Paise

Thirty Five Only

18 90.00 Providing uncoursed rubble stone 2294.11 Rupees Two Cum

masonry in Cement Mortar 1:5 for Thousand Two

flooring including curring pointing Hundred

in Cement Mortar 1:3 on exposed Ninety Four

faces complete. And Paise

19 1699.00 Providing and laying rubble for 1083.81 Rupees One Cum

Flexible appron (each stone Thousand

weighting not less than 40Kg.) Eighty Three

including and packing and filing in And Paise

the interestices with quarry-spalls. Eighty One

20 512.00 Providing and casting in situ 5565.48 Rupees Five Cum

controlled cement concrete M-200 Thousand Five

for average 75 mm thick wearing Hundred Sixty

coat laid as directed including Five And Paise

tamping, vibrating, finishing, Forty Eight

curing and filling in joints with Only

bitumen complete

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

21 49.00 Providing and placing in position 73858.69 Rupees MT

FE 500D bar reinforcement for Seventy Three

following items including cutting Thousand

bending hooking and tying Eight Hundred

complete as per detailed Fifty Eight And

drawing.For well :- curb, staining, Paise Sixty

capand RCC Raft. Nine Only

22 396.60 Providing and laying in position FE 73858.69 Rupees MT

500D TMT bar reinforcement Seventy Three

including cutting, bending, hooking Thousand

and tying complete as perdetailed Eight Hundred

drawings for the following.(A) Piers Fifty Eight And

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

23 39.50 Providing and placing in position 73243.01 Rupees MT

FE 500D TMT. Bar reinforcement Seventy Three

including, cutting, bending hooking Thousand Two

and tying complete as per detailed Hundred Forty

drawings.(I) Solid Slab.(II) Deck Three And

Slab. Paise One Only

24 89.00 Providing and fixing in position FE 73243.01 Rupees MT

500D TMT bar reinforement Seventy Three

including cutting, bending and Thousand Two

tying complete as per detailed Hundred Forty

drawings. (A) R.C.C. Kerb. (B) Three And

R.C.C. Footpath.(C) R.C.C. Approch Paise One Only

slab.(D) Wearing Coat.

25 187.00 Providing and fixing premoulded 803.22 Rupees Eight Sqm

compressible filler board in black Hundred Three

colour confirming to MoRT&H And Paise

Specifications (Clause 1015),having Twenty Two

minimum density 95kg/cum. non- Only

staining with less than1% water

absorption & compression recovery

of 93% minimum asper

specification for 20 mm wide

expansion joint including cutting to

required size and shape at all levels

etc.complete as directed.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

26 678.00 Providing and applying the 258.07 Rupees Two Rmt

elastomeric joint sealant two Hundred Fifty

component, high performance Eight And

polysulfide formulation conforming Paise Seven

to BS:4254 and ASTM C 920 Only

having weathering resistance to

ultra-violet rays and shall exhibit

shore A hardness of 25 and have

movement accommodation factor

25% including using of compatible

primer of approved standard etc.

complete.For 20 mm thick joint

27 678.00 Providing and fixing 25 mm 13.06 Rupees Rmt

diameter backup rod having Thirteen And

minimum density 22 kg per cum Paise Six Only

(ASTMD - 3575) & compression

strength o f0.40 kg per sqm (ASTM -

5249) and finishing with

polysulphide sealant etc. complete.

For 20 mm wide expansion joint

28 60.00 Provding P.V.C. 100 mm diameter 159.36 Rupees One Each

water spouts including necessary Hundred Fifty

iron gratings as per drawings. Nine And Paise

Thirty Six Only

29 8328.00 Earthwork for embankment 177.91 Rupees One Cum

including breaking clods,dressing Hundred

with all lead and lift and including Seventy Seven

watering rolling and consolidation And Paise

of subgrade in layers at O.M.C. to Ninety One

required dry density including Only

filling the depression which occur

during the process using power

roller 8T to 10T .(E) From Borrow

area within 3.0KM. lead

30 844.00 Providing and laying Pitching on 1051.41 Rupees One Cum

slopes laid over prepared filter Thousand Fifty

media including boulder apron laid One And Paise

dry in front of toe of embankment Forty One Only

complete as per drawing and

Technical specifications A )

31 1238.00 Providing and laying Filter material 881.36 Rupees Eight Cum

underneath pitching in slopes Hundred

complete as per drawing and Eighty One

Technical specification And Paise

Thirty Six Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

32 24.00 Hazard Marker Sign :-Providing and 3666.30 Rupees Three No.

fixing sign boards made out of Thousand Six

1.5mm aluminium sheet / 3mm Hundred Sixty

ACP (Aluminum composite Panel); Six And Paise

size 90x30 cms. rectangular as per Thirty Only

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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per

ASTM D 4956 and latest M.O.S.T.

Specifications; 1.8mtr long stand

post of 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 foreach 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 10 years for the Retro reflective

33 327.00 Providing Yellow and Black Patta ( 67.65 Rupees Sixty Sqm

three coat) including distempeing Seven And

(Three coats) with oil bound Paise Sixty Five

distemper of approved brand and Only

manufacture and of required shade

on wall surfaces to give an even

shade, over and including a

priming coat with distemper primer

of approved brand and

manufacture after thoroughly

brushing the surface free from

mortar dropping and other foreign

matter and also including

preparing the surface even and

sand papered smooth as per

instruction of Engineer Incharge.

34 2188.00 Excavation for foundation upto 1.5 122.93 Rupees One Cum

m depth including sortingout and Hundred

stacking of useful materials and Twenty Two

disposing off theexcavated stuff And Paise

upto 50 Meter lead.(A) Loose or soft Ninety Three

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

35 938.00 Providing and casting in situ 5265.95 Rupees Five Cum

controlled cement concrete M-250 Thousand Two

for R.C.C. return as per drawings Hundred Sixty

including centering shuttering Five And Paise

,scaffolding where necessary, laying Ninety Five

vibrating, curing and finishing Only

complete.(A) Height from 0.0 to

36 101.00 Tubular Steel Railing on Medium 2400.77 Rupees Two Meter

Weight steel channel ( ISMC series) Thousand Four

100 mm x 50 mm (Providing, fixing Hundred And

and erecting 50 mm dia steel pipe Paise Seventy

railing in 3 rows duly painted on Seven Only

medium weight steel channels

(ISMC series) 100 mm x 50 mm,

1.2 metres high above ground, 2 m

centre to centre, complete as per

approved drawings)

37 150.00 "THRIE" : Metal Beam Crash 3973.05 Rupees Three Rmt

Barrier with base plate Providing Thousand Nine

and erecting a "Thrie" W - metal Hundred

beam crash barrier comprising of 3 Seventy Three

mm thick corrugated sheet metal And Paise Five

beam rail, 85 cm above Only

road/ground level, fixed on ISMC

series channel vertical post, 150 x

75 x 5 mm spaced 2 m centre to

centre. The vertical post fixing at

site shall be on Base Plate of Size

240 x 320 x 16 mm thick with

Nos 20 mm dia 4.6 grade anchor

bolt upto minimun depth of

mm & ISMC Vertical Post shall be

fixed with base plate with 12 mm

thick stifnner plate of 100 x

mm & This base shall be casted in

M25 grade Cement concrete of size

35 x 35 x 12 cms. for each post

including necessary fabrication

work etc. complete. All steel parts

and fitments to be galvanised by

hot dip process, all fittings to

confirm 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,

550 mm long complete as per

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

38 293.00 Type - B, "THRIE" : Metal Beam 4321.55 Rupees Four Rmt

Crash Barrier Providing and Thousand

erecting a "Thrie" W - metal beam Three Hundred

crash barrier comprising of 3 mm Twenty One

thick corrugated sheet metal beam And Paise Fifty

rail, 85 cm above road/ground Five Only

level, fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm

spaced 2 m centre to centre, 2 m

high with 1.15 m below ground

level. The vertical post fixing at site

shall be in M25 grade Cement

concrete of size 35 x 35 x 120 cms.

for each post including excavation

curing etc. complete. All steel parts

and fitments to be galvanised by

hot dip process, all fittings to

confirm 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,

550 mm long complete as per

Morth Specification clause

including butt welding to all nuts &

bolts etc. complete as per

instruction of Engineer In Charge.

Also radium red colour strip of size

100 x 300 mm shall be fixed on

vertical front side of post for better

39 500.00 Gabian Structure for Retaining 1560.45 Rupees One Cum

Earth (Providing and construction Thousand Five

of a gabain structure for retaining Hundred Sixty

earth with segments of wire crates And Paise

of size 7 m x 3 m x 0.6 m each Forty Five Only

divided into 1.5 m compartments

by cross netting, made from 4 mm

galvanised steel wire @ 32 kg per

10 sqm having minimum tensile

strength of 300 Mpa conforming to

IS:280 and galvanizing coating

conforming to IS:4826, woven into

mesh with double twist, mesh size

not exceeding 100 x 100 mm, filled

with boulders with least dimension

of 200 mm, all loose ends to be

tied with 4 mm galvanised steel

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

40 345.00 Gabian Structure for Erosion 2533.08 Rupees Two Cum

Control, River Training Works and Thousand Five

Protection works (Providing and Hundred Thirty

constructing gabain structures for Three And

erosion control, river training Paise Eight

works and protection works with Only

wire crates of size 2 m x 1 m x

m each divided into 1m

compartments by cross netting,

made from 4 mm galvanised steel

wire @ 32 kg per 10 sqm having

minimum tensile strength of

Mpa conforming to IS:280 and

galvanizing coating conforming to

IS:4826, woven into mesh with

double twist, mesh size not

exceeding 100 mm x 100 mm,

filled with boulders with least

dimension of 200 mm, all loose

ends to be securely tied with 4 mm

galvanised steel wire.)

41 150.00 Grouting with C.M. 1:4 in Pitching 2903.86 Rupees Two Cum

as per drawing or as per Thousand Nine

instruction of Engineer In Charge Hundred Three

Eighty Six Only

42 3850.00 Jacketing : - Providing and casting 3155.64 Rupees Three Sqm

in situ design mix concrete M.25 Thousand One

mix for 23 cm thick jacketing Hundred Fifty

consisting 16 mm dia 200mm c/c Five And Paise

both ways , 16 dia pin @ 400mm Sixty Four Only

c/c vertically & 800mm c/c

horizontally with base supported

with 300 x 450 mm beam

reinforced with main 6 No. 16 mm

dia. bar and stirrups 8 mm dia.

150 mm c/c etc. complete

including drilling holes in the pier,

providing steel bars for connecting

existing pier to jacketing and

filling the holes with rich mortar

including shuttering, scaffolding

wherever necessary,laying,

vibrating curing and finishing

43 5050.00 Eproxy bonding of new concrete to 529.24 Rupees Five Sqm

old concrete Hundred

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

44 2880.00 Guniting concrete surface with 775.68 Rupees Seven Sqm

cement mortar applied with Hundred

compressor after cleaning surface Seventy Five

and spraying with epoxy complete And Paise Sixty

as per Technical specification Eight Only

45 700.00 Providing and inserting nipples 502.98 Rupees Five Each

with approved fixing compound Hundred Two

after drilling holes for grouting as And Paise

per Technical specifications Ninety Eight

including subsequent Only

cutting/removal and sealing of the

hole as necessary of nipples after

completion of grouting with

46 280.00 Sealing of crack / porous concrete 794.87 Rupees Seven Kg

with Epoxy Grout by injection Hundred

through nipples complete as per Ninety Four

clause 2803.1. And Paise

47 800.00 Chipping & removing the 888.03 Rupees Eight Per 25

debonded/ delaminated/ loose/ Hundred

disintegrated concrete at the places Eighty Eight

and in the manner and upto the And Paise

depth and in regular shape as Three Only

advised by the Engineer in charge

without damaging the

reinforcement/ RCC with the help

of chisel and light hammering or

equivalent equipments. Cleaning

the surface with wire brushes

making the surface free from dust,

oil and all impurities etc. as

directed by Engineer Incharge.

(Actual consumed bag shall be

measured for payment.)

Patch repair to damaged concrete

up to average 50 mm depth (by

using ready to use patch repair

mortar of best stanadard approved

brand as per data sheet) and as per

the work methodology and

specifications & cost of all material,

labour, machinery, equipment,

taking necessary safety measures

for all floors as directed and

approved by EIC.

48 150.00 Repair of RCC Railing (Carrying out 118.17 Rupees One Rmt

repair of RCC M30 railing to bring Hundred

it to the original shape.) Eighteen And

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

49 150.00 Repair of steel Railing (Repair of 298.96 Rupees Two Rmt

steel railing to bring it to the Hundred

original shape) Ninety Eight

Ninety Six Only

50 500.00 Providing and laying Rubble stone 3791.54 Rupees Three Cum

in cement mortar 1:3 complete as Thousand

per drawing and Technical Seven Hundred

specifications etc. Complete as per Ninety One

instruction of Engineer In Charge And Paise Fifty

51 350.00 Construction of precast RCC railing 2127.06 Rupees Two Meter

of M30 Grade, aggregate size not Thousand One

exceeding 12 mm, true to line and Hundred

grade, tolurence of vertical RCC Twenty Seven

post not to exceed 1 in 500, centre And Paise Six

to centre spacing between vertical Only

post not to exceed 2000 mm,

leaving adequate space between

vertical post for expansion,

complete as per approved drawings

and technical specifications.

52 300.00 Providing G.I. 100 mm diameter 536.02 Rupees Five Each

water spouts including Hundred Thirty

necessaryiron gratings as per Six And Paise

drawings. Two Only

53 5355.00 Removal of existing cement 163.46 Rupees One Sqm

concrete wearing coat including its Hundred Sixty

disposal complete as per Technical Three And

specification without causing any Paise Forty Six

detrimental effect to any part of the Only

bridge structure and removal of

dismantled material with all lifts

and lead upto 1000m(Thickness

54 1000.00 Applying epoxy mortar over 436.32 Rupees Four Sqm

leached, honey combed and Hundred Thirty

spalled concrete surface and Six And Paise

exposed steel reinforcement Thirty Two Only

complete as per Technical

55 750.00 Replacement of Expansion Joints 2733.06 Rupees Two Meter

complete as per drawings Thousand

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

56 1.00 Clearing and grubbing road land 28455.09 Rupees Twenty Hectare

including uprooting rank vegetation Eight

grass bushes, shrubs ,sapling and Thousand Four

trees girth up to 300 mm removal Hundred Fifty

of stumps of trees cut earlier and Five And Paise

disposal of unserviceable materials Nine Only

(C) By mechanical means in area of

57 2299.00 Box cutting the road to proper 109.24 Rupees One Cum

slope and camber for making a Hundred Nine

base for road work including And Paise

removing the excavated stuff and Twenty Four

(Refilling same) depositing on road Only

in layer wise, side slope as directed

up to all lead etc.

complete.including disposed the

surplus soil as and where directed

with all lead and lift without any

extra cost etc. comp.

58 1407.00 Construction of granular Sub base 1106.96 Rupees One Cum

(Grading -IV) by providing close Thousand One

graded material BTMC using metal Hundred Six

26.5 mm to 9 mm @ 64 %, 9.5 mm And Paise

to 4.75 mm @ 11 %, & 4.75 mm Ninety Six Only

& below @ 25% incl. 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 as per

MORTH specification.

59 400.00 Supplying and fixing reinforced 1968.37 Rupees One Rmt

concrete heavy duty non- Thousand Nine

pressurepipes with collars for Hundred Sixty

culverts carrying heavy traffic as Eight And

per IS 458-1991 specifications Paise Thirty

including setting the pipes in C.M. Seven Only

1:2watering and laying (to level or

slopes) of class NP3 of

followinginternal daimeters.(iii)

60 4875.00 Providing & laying priming coat 63.06 Rupees Sixty Sqm

with emulsion SS-1 grade and Three And

spraying emulsion with spray set Paise Six Only

fitted on mechanical bouzer using

emulsion at the rate of 7.5 Kg./10

Sqm. On WMM surface incl.

cleaning the surface etc. complete.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

61 224.00 Providing and laying 37.50mm 2969.40 Rupees Two M.T.

thick B.M with B.T Aggregate as Thousand Nine

per MORT & H Specification & Hundred Sixty

emulsion asphalt RS-1 for tack Nine And Paise

coat @ 2.50 Kg./10 Smt with Forty Only

mechanical sprayer & bitumen

Grade VG-40 for mixing @

Kg/MT i.e 3.4% of total mix

including heating the aggregate &

asphalt in Batch mix plant and

spreading the same by paver

finisher & consolidation with

vibratory road roller including

providing all materials,

equipments, tools and plants, fire

wood, oil, kerosene, labour charges

etc. complete using contractor's

own machinery Batch mix plant &

paver finisher etc. complete.

62 120.00 Regulatory / Mandatory Sign :- 3540.12 Rupees Three No.

Providing and fixing sign boards Thousand Five

made out of 2mm aluminium sheet Hundred Forty

/ 4mm ACP (Aluminum composite And Paise

Panel); size 60 cms. Dia Circle as Twelve Only

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

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

63 60.00 Cautionary Warning Sign :- 3906.18 Rupees Three No.

Providing and fixing sign boards Thousand Nine

made out of 2mm aluminium sheet Hundred Six

/ 4mm ACP (Aluminum composite And Paise

Panel); size 90 x 90 x 90 cms. Eighteen Only

equilateral triangle 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 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 blockof size 45 x 45 x 60 Cms.

for each leg including excavation,

curing etc.complete under the

64 30.00 Hazard Marker Sign :-Providing and 3518.68 Rupees Three No.

fixing sign boards made out of Thousand Five

1.5mm aluminium sheet / 3mm Hundred

ACP (Aluminum composite Panel); Eighteen And

size 90x30 cms. rectangular as per Paise Sixty

design of IRC-67-2012. Pre treated Eight Only

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;

1.8mtr 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

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

65 30.00 Diversion Ahead Sign :-Providing 9867.07 Rupees Nine No.

and fixing sign boards made outof Thousand

2mm aluminium sheet / 4mm ACP Eight Hundred

(Aluminum compositePanel); size Sixty Seven

180x60 cms. rectangular as per And Paise

design of IRC-67-2012.Pre treated Seven Only

with phospheting process & acid

etching; coated withone coat of

epoxy primer and two coats of best

quality epoxypaint ; reflectorised

with High Intensity Prismatic

Grade retrorefiectivesheeting of

Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications ;

mtr long stand post (2 Nos.) of

IronAngle 50 x 50 x 5mm / 50NB

Circular MS Pipe as required

andframe fabricated from suitable

size iron angle of 35 x 35 x

3mm;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 in1:2:4

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

66 120.00 Chevron sign:-Providing and fixing 3711.75 Rupees Three No.

sign boards made out of 1.5mm Thousand

aluminium sheet/3mm ACP Seven Hundred

(Aluminum composite Panel); size Eleven And

60x50cm rectangular as per design Paise Seventy

of IRC-67-2012. Pre treated with Five Only

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;

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 of35x35x3mm; 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 45 x 45 x 60 Cms.

for each leg including excavation,

curing etc.complete under the

supervision of engineer in charge. A

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

67 30.00 Around the Island / Road Direction 9585.24 Rupees Nine No.

Sign (Big) :-Providing andfixing sign Thousand Five

boards made out of 2mm Hundred

aluminium sheet / 4mm Eighty Five

ACP(Aluminum composite Panel); And Paise

size 180x60 cms. as per design Twenty Four

ofIRC-67-2012. Pre treated with Only

phospheting process & acidetching;

coated with one coat of epoxy

primer and two coats ofbest quality

epoxy paint ; reflectorised with

High IntensityPrismatic Grade retro

refiectivesheeting of Type-4 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 3.3 mtr

long stand post ofIron Angle 75 x

75 x 6mm / 65NB Circular MS Pipe

as required andframe 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

theinstruction of engineer in

charge. The fixing at site shall be

in1:2:4 CC blockof size 45 x 45 x

60 Cms. for each leg

includingexcavation, curing

etc.complete under the supervision

68 30.00 Men at work (Heavy) sign :- 9148.15 Rupees Nine No.

Providing and fixing sign boards Thousand One

madeout of 2mm aluminium sheet Hundred Forty

/ 4mm ACP (Aluminum Eight And

compositePanel); size 120cm x Paise Fifteen

90cm as per design of IRC-67-2012. Only

Pretreated with phospheting

process & acid etching; coated with

onecoat of epoxy primer and two

coats of best quality epoxy paint

;reflectorised with High Intensity

Prismatic Grade

retrorefiectivesheeting of Type-4 as

per ASTM D-4956 and

latestM.O.S.T.Specifications;

mtr long stand post (2 Nos.) of

IronAngle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required

andframe fabricated from suitable

size iron angle of

50x50x5mm;painted with

bestquality epoxy coatings in black

and white bends. the details of

symbol or inscription / numerals

for each boardshall be as per the

instruction of engineer in charge.

The fixing atsite shall be in 1:2:4

CC blockof size 45 x 45 x 60 Cms.

for each legincluding excavation,

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

69 857.72 Demolation and disposal of 930.35 Rupees Nine Cum

unserviceable materials with all Hundred Thirty

lead & lift. (ii) Un reinforced cement And Paise

concrete Thirty Five Only

70 1132.00 Excavation in large boulders and 716.55 Rupees Seven CUM.

soft rock by welding including Hundred

shoring, strutting and dewatering Sixteen And

as necessary and disposing of the Paise Fifty Five

excavated stuff as directed. Only

71 120.00 Providing and filling in foundation 3327.08 Rupees Three CUM.

with ordinary cement concrete M- Thousand

100 mix and providing necessary Three Hundred

vertical pin headers including Twenty Seven

formwork, vibrating, ramming and And Paise

curing complete. Eight Only

72 36.00 Providing and fixing mild steel 450.07 Rupees Four Rmt

dowel bars of minimum 32mm dia. Hundred Fifty

for anchoring by drilling holes in And Paise

foundation strata including Seven Only

necessary bending, hooking of

dowel bars and grouting the holes

complete as per detailed drawing

and as directed.

73 2128.00 Providing and casting in-situ 4273.18 Rupees Four CUM.

ordinary cement concrete M-200 Thousand Two

mix and providing necessary pin Hundred

headers including shuttering, Seventy Three

scaffolding laying vibrating, curing And Paise

and finishing complete without V- Eighteen Only

74 50.00 Providing and casting in situ 5345.73 Rupees Five CUM.

controlled cement concrete M-250 Thousand

for RCC work in pier caps / Three Hundred

Abutment caps & Dirt wall Forty Five And

including ordinary cement concre- Paise Seventy

te M-250 bed block or pedestal Three Only

of required size below bearings as

per detailed drawings centering,

shuttering, scaffolding

wherevernecessary laying,

vibrating,curing and finishing

75 278.30 Providing and casting in situ 5555.30 Rupees Five Cum.

controlle cement concrete M-300 Thousand Five

for R.C.C. solid slab including Hundred Fifty

centering, scaffolding, curing and Five And Paise

finishing complete. Thirty Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

76 26.09 Providing and casting in situ 4901.20 Rupees Four CUM.

controlle cement concrete M-300 Thousand Nine

for RCC Crash Barriar including Hundred One

curing and finishing complete. And Paise

77 144.99 Providing and filling in foundation 3697.13 Rupees Three Cum

with ordinary cement concrete M- Thousand Six

150 mix and providing necessary Hundred

vertical pin headers including Ninety Seven

formwork, vibrating, ramming and And Paise

curing complete. Thirteen Only

78 43.40 Providing and casting in situ 5497.75 Rupees Five CUM.

controlle cement concrete M - 300 Thousand Four

for average 75mm. thick Wearing Hundred

coat laid as directed including Ninety Seven

tamping, vibrating, finishing, And Paise

curing, and filling in joints with Seventy Five

bitumen complete. Only

79 59.00 Providing and casting in - situ 5355.92 Rupees Five CUM.

controlle cement concrete M-300 Thousand

for approach slab. Three Hundred

80 18.00 Providing and fixing in position 341.29 Rupees Three Nos.

mild steel 32 mm dowel bars in pier Hundred Forty

caps for anchorage in fix end as One And Paise

per detailed drawing including Twenty Nine

cutting , bending & welding Only

81 18.00 Providing and fixing in position 399.70 Rupees Three Nos.

mild steel 32 mm dowel bars in pier Hundred

caps for anchorage in free end as Ninety Nine

per detailed drawing including And Paise

cutting , bending & welding Seventy Only

82 35.00 Providing 12 mm thick pre- 703.53 Rupees Seven Sqm.

moulded asphalt filler joints as per Hundred Three

drawing. And Paise Fifty

83 70.00 Providing and fixing tar papper 101.00 Rupees One Sqm.

bearing ,shall be provided between Hundred One

abutment / pier cap and RCC slab Only

84 15.00 Providing flood gauge marks on 167.03 Rupees One Rmt

sub structure as per design Hundred Sixty

including painting complete. Seven And

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

85 178.00 Wall painting (three coats) with 126.92 Rupees One Sqmt

Plastic emulsion paint of approved Hundred

brands like Apex or equivalante Twenty Six And

and manufacture on undecorated Paise Ninety

wall surfaces to give an even shade Two Only

including thorougnly brushinf the

surface free from mortar droppings

and other foreign matter and sand

papered smooth. ( Black & White

86 300.00 Cat Eye/ Road Stud/RPM: 217.40 Rupees Two No.

Supplying Raised Pavement Hundred

Markers made of polycarbonate and Seventeen And

ABS moulded body and reflective Paise Forty

panels with Micro prismatic lens Only

(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 accordance to ASTM D

4280 Type H and complying to

Specifications of Category A of

MORTH Circular No

11.06. 1997. The height, width and

length shall not exceed 20 mm,

mm and 130 mm and with

minimum reflective area of

Sqcm 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 color of the

marker should be as per the IRC

35-2015 and as directed by

Engineer-in-charge.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

87 345.00 Road marking with hot applied 367.72 Rupees Three Sqm.

thermoplastic palnts with Hundred Sixty

reflectorising glass beads on Seven And

bitumin surface providing and Paise Seventy

laying a hot applied thermoplastic Two Only

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

mcd/m2/lux during the servíce life

during the day time. The marking

should meet the performance

crlterla for night time reflectivity,

wet reflectivity and skld resistance

as mentioned in the section-15 of

IRC 35-2015.warty for retro

retlecinty shall be two

years.Warranty for retro reflectivity

shall be for two year

Rupees Sixteen Crore Fifty Two Lakh(s) Twenty Five Thousand Four Hundred Twelve And

Paise Ninety Eight Only

*Estimated amount *Estimated amount

Put to tender Rs……………………… Put to tender Rs………………………

Deduct : ………% below Add : ………% above

Net Rs……………………… Net Rs………………………

In words ……………………………… In words ………………………………

*(please strike out whichever is not applicable)

Note-1 All works shall be carried out as per Public Works Department Handbook and other specifications of

Division or as directed.

Note-3 Rates quoted include clearance of site (prior commencement of work and its close) in all respects and

hold good for work under all conditions, site, moisture, weather etc.

Note-5 Testing of material shall be statement attached with the GERI Vadodara. Bill for testing charges shall

be paid by the Executive Engineer and 1% (One Percent) of amount put to tender excluding cost of

materials to be issued as schedule A i.e. Rs. _________ shall be recovered from the Contractor's

running bills as per (R&B) Department No.TNC/1085/(4)/C dated 10-5-85 and 20-12-91.

Note-8 pnMU VG[ BF6 lJEFU4 ;lRJF,I4 UF\WLGUZGF 9ZFJ S|DF\So V[DPV[DPVFZPv !!Z___vZ_!#vK4 TFP!q)qZ__$

YL ZFHI ;ZSFZGF AF\WSFD DF8[ J5ZFTF UF{6vBlGHGL ZMI<8L ;FNL DF8L VG[ ;MO8 DMZD 5Z ZMI<8L ,FU] 50X[P

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

Estimated according to

No. In Figures In Words

but may be estimated Quantities

Note-9 Labour Cess 1% of estimated cost put to tender for this work shall be recovered from the contract

payment as "Labour Cess" in terms of the Gujarat Govt. Gazette - extra ordinary - dt.12.12.2004,

implementation of buildings and other construction work (resolution of employment and conditions of

services Act'1996)

Note-10 Quantity of items may reduce or increase as per work execution.

Note-11 p5ZMST SFD SM.56 SFZ6;Z D\H]Z q GFD\H]Z SZJFGL ;œF ;CL SZGFZ VlWSFZLGL VAFlWT ZC[X[P

Note-13 In RCC items where there is change of grade mix or change as per actual mix design the difference of

cement consumption shall be deducted from rate of original item at the rate of star rate mentioned in

tender. However for Increase in quantity of cement no additional payment shall be made.

Note-14 For earthquake resistance provision the work shall be carried out as per the instruction of Engineer in-

Note-16 CM8DL1F %,Fg8 VG[ 5[JZYL YTF 0FDZGF SFDM AFAT[ ;ZSFZzLGF DFP VG[ DP lJEFU4 UF\WLGUZGF 5lZ5+

G\PV[;V[RVFZq!5(&qVF.ALq!*)s&fv;4 TFPZ_q!q_* VG[ 5ZL5+ S|DF\SP5ZRq!_qZ_!5q55q;L4 TFP_$q!!q!5

D]HA VG];ZJFG]\ ZC[X[P

Note-17 U]HZFT ;ZSFZzLGF DFPDPlJEFUGF 5lZ5+ S|DF\So VFZHLV[Gq&_Z__&qs#5fv; YL NFB, YI[, XZTMP

1) 5_DLDLYL JW] 0FDZ SFDGL ;\I]ST HF0F. sALPV[;PHLP4 ALPALPV[DP l;JFIf CMI T[JF Z:TFGF SFDDF\ NZ Z5_DLP NL9

V[S S|M; ;[SXG 5Z 0FDZSFDGL 5CM/F. VG];FZ A[ YL RFZ SMZ ;[d5, .HFZNFZ[ 5MTFGF SMZ S8L\U DXLG J0[ ;\A\lWT

GFIA SFI"5F,S .HG[ZzLGL CFHZLDF\ D[/JL VF5JFGF ZC[X[ VG[ VF ;[d5, ;L, SZL DFgI ,[AMZ[8ZL DFZOT YLSG[;4

0[g;L8L TYF AL8]DLG; Sg8[\8GF 5lZ1F6 SZFJL 5lZ6FD[ D[/JJFGF ZC[X[P ;\TMQFSFZS 5lZ6FDM VFjIF ;]WL 0FDZ SFDGL

R]SJJF5F+ ZSDGF 5@ ZSD JLYC[<0 ZFBJFDF\ VFJX[4 H[ ZSD ;\TMQFSFZS 5lZ6FDM D?IF AFN H K]8L SZFX[P 5Z\T]

;\TMQFSFZS 5lZ6FDM GlC\ D[/JJFGF lS:;FVMDF\ SZFZGL VgI XZTM VG];FZ SFI"JFCL Y. XSX[P

2) ~FP!__ ,FB S[ T[YL JW] ZSDGF SZFZ C[9/GF SFD 5Z .HFZNFZ[ O],8F.D SJM,LOF.0 V[gHLGLIZ lGI]ST SZJFGM ZC[X[

H[ V\U[ SFDGF JS"VM0"Z D?I[ lNGv!5 DF\ SFI"5F,S .HG[ZzLGL HF6 C[9/4 GFIA SFI"5F,S .HG[ZzLG[ lGO]S .HG[ZGF

GFD4 SJM,LOLS[XG4 DFS"XL84 ;8L"OLS[84 S,Z OM8MU|FO4 lGI]lSTGF C]SD JU[Z[ lJUT ZH] SZJFGL ZC[X[ TYF SFD 5Z CFHZ

YIF V\U[GM ZL5M8" VF5JFGM ZC[X[4 H[ VG];FZ SZFZ C[9/GF SFD 5Z SJM,LOF.0 .HG[ZGL p5ZMST XZT D]HA lGI]lST

YFI TYF :Y/ 5Z BZ[BZ SFDULZL G ;\EF/[ tIF\ ;]WLGF ;DIUF/F T[DH SFD RF,] ZC[ T[ ;DI NZdIFG lGI]S SZ[, .HG[Z

SFDULZL ;\EF/X[ GlC\ T[ ;DIUF/F DF8[ ~FP!54___qv 5|lTDF; ,[B[ lA,DF\YL S5FT SZJFDF\ VFJX4 H[ GMG ZLO\0[A,

Signature of Contractor Executive Engineer

R&B Division, Bhuj