Bridge

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 District (R & B

) Division Junagadh Panchayat

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

1 Job Work for Dismentalling the existing Cross 250.00 Job 792.69

Drainage structure including removing and

stacking the dismentelled materials as and where

directed (A) R. C. C. work, Brick masonary , UCR

masonary, Pipe etc. Complete as per instruction of

Engineer In Charge.

2 Excavation for foundation upto 1.5 m depth 20576.00 Cum. 157.15

including sortingout and stacking of useful

materials and disposing off theexcavated stuff upto

50 Meter lead.(B) Dense or Hard soil

3 Providing and casting in situ Ordinary cement 3524.00 Cum. 3798.45

concrete M-150 for R.C.C. Raft and cut-off walls

including necessary shuttering laying,vibrating,

ramming and curing complete.

4 Supplying and fixing reinforced concrete heavy 2700.00 Rmt. 3469.25

duty non-pressurepipes with collars for culverts

carrying heavy traffic as 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.(v) 900mm dia.

5 Supplying and fixing reinforced concrete heavy 450.00 Rmt. 5560.00

duty non-pressurepipes with collars for culverts

carrying heavy traffic as per IS 458

specifications including setting the pipes in C.M.

1:2watering and laying (to level or slopes) of class

NP3 of followinginternal daimeters.(vii) 1200mm

6 Providing and casting in situ controlled cement 12711.00 Cum. 5227.35

concrete M-200 for R.C.C. return as per drawings

including centering shuttering ,scaffolding where

necessary, laying vibrating, curing and finishing

complete.(A) Height from 0.0 to 5.0 M. For wall

7 Providing and laying in position FE 500D TMT bar 127110.00 kg. 73.86

reinforcement including cutting, bending, hooking

and tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C.

8 Filling around the pipes with murrum including 16716.00 Cum. 86.03

dressing , tampering etc. complete.

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

9 Construction of granular sub-base 200mm thick 2106.00 Cum. 1433.19

layer by providing machine crushed B.T. material

satisfying MORT&H specification (Fifth revision) of

grading III including spreading in uniform layer

with motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC and

compacting with vibratory roller to achieve the

desired density etc. complete.

10 Painting Two Coats on New Concrete Surfaces 7640.00 Sqmt. 80.80

(Painting two coats after filling the surface with

synthetic enamel paint in all shades on new

plastered concrete surfaces)

11 Providing & laying weep hole in Aburtments, and 3240.00 each 61.46

returns by using A.C. pipe of 100mm including

laying in proper grede and jointingthe completed

as per detailed specification.

12 Excavation for foundation in sand, gravel, clay soft 2819.00 Cum. 511.11

soils and murrum etc. including shoring, strutting

dewatering as necessary and disposing of the

excavated stuff as directed.(A) Depth up to 3.0 M.

and lead upto 100 m for 10 Cum

13 Providing and laying controlled cement concrete 368.00 Cum. 4028.21

M.150 for curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings,Base

ofcolumns and Mass concrete

14 Providing and Casting in situ controlled Cement 71.00 Cum. 4620.44

Concrete M-200 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

15 Providing and casting in situ controlled cement 434.00 Cum. 5227.35

concrete M-200 for R.C.C. return as per drawings

including centering shuttering,scaffolding where

necessary, laying vibrating, curing and

finishingcomplete.(A) Height from 0.0 to 5.0 M. (1)

Piers (2) Abutmen (3) RCC return

16 Providing and casting in situ controlled cement 75.00 Cum. 5775.84

concrete M-200 for R.C.C. work in superstructure

including centering,ramming vibrating curing and

finishing complete.(A) T-Beam and Deck slab type

of superstructure (I) Deck slab

17 Providing and casting in situ ordinary cement 78.00 Cum. 4227.44

concrete concrete M-200 for approach slab

including formwork curing and finishing complete.

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

18 Providing and laying - Fitter Media 600mm thick 1010.00 Sqmt. 1239.35

directed at theback of abutments, returns and wing

walls as per detailed specifications.

19 Providing uncoursed rubble stone masonry in 37.00 Cum. 2294.11

Cement Mortar 1:5 for flooring including curring

pointing in Cement Mortar 1:3 on exposed faces

20 Providing and laying rubble for Flexible appron 732.00 Cum. 1083.81

(each stone weighting not less than 40Kg.)

including and packing and filing in the interestices

with quarry-spalls.

21 Providing and casting in situ controlled cement 236.00 Cum. 5300.56

concrete M-200 for average 75 mm thick wearing

coat laid as directed including tamping, vibrating,

finishing, curing and filling in joints with bitumen

22 Providing and placing in position FE 550D bar 17.50 MT 73858.69

reinforcement for following items including cutting

bending hooking and tying complete as per

detailed drawing.For well :- curb, staining, capand

23 Providing and laying in position FE 550D TMT bar 433.30 MT 73858.69

reinforcement including cutting, bending, hooking

and tying complete as perdetailed drawings for the

following.(A) Piers (B) Abutments (C)R.C.C.

24 Providing and placing in position FE 550D TMT. 36.30 MT 73243.01

Bar reinforcement including, cutting, bending

hooking and tying complete as per detailed

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

25 Providing and fixing in position FE 500D TMT bar 16.00 MT 73243.01

reinforement including cutting, bending and tying

complete as per detailed drawings. (A) R.C.C. Kerb.

(B) R.C.C. Footpath.(C) R.C.C. Approch slab.(D)

26 Providing and fixing premoulded compressible 52.00 Sqmt. 803.22

filler board in black colour confirming to MoRT&H

Specifications (Clause 1015),having minimum

density 95kg/cum. non-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.

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

27 Providing and applying the elastomeric joint 200.00 Rmt. 178.69

sealant two component, high performance

polysulfide formulation conforming to BS:4254

and ASTM C 920 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

28 Providing and fixing 25 mm diameter backup rod 200.00 Rmt. 13.06

having minimum density 22 kg per cum (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

29 Provding P.V.C. 100 mm diameter water spouts 28.00 each 159.36

including necessary iron gratings as per drawings.

30 Providing & laying weep hole in Aburtments, and 2974.00 each 61.45

returns by using A.C. pipe of 100mm including

laying in proper grede and jointingthe completed

as per detailed specification.

31 Earthwork for embankment including breaking 8480.00 Cum. 177.91

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 3.0KM. lead

32 Providing and laying Pitching on slopes laid over 890.00 Cum. 1051.41

prepared filter media including boulder apron laid

dry in front of toe of embankment complete as per

drawing and Technical specifications A )

33 Providing and laying Filter material underneath 1329.00 Cum. 877.69

pitching in slopes complete as per drawing and

Technical specification

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

34 Hazard Marker Sign :-Providing and fixing sign 8.00 each 3666.30

boards made out of 1.5mm aluminium sheet /

3mm ACP (Aluminum composite Panel); size

90x30 cms. 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D

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 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

(A) Class-C Type-11 Retro Reflective sheeting

35 Providing Yellow and Black Patta ( three coat) 112.00 Sqmt. 65.82

including distempeing (Three coats) with oil bound

distemper of approved brand and 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.

36 Excavation for foundation upto 1.5 m depth 4287.00 Cum. 122.93

including sortingout and stacking of useful

materials and disposing off theexcavated stuff upto

50 Meter lead.(A) Loose or soft soil

37 Providing and casting in situ controlled cement 1892.00 Cum. 5357.84

concrete M-250 for R.C.C. return as per drawings

including centering shuttering ,scaffolding where

necessary, laying vibrating, curing and finishing

complete.(A) Height from 0.0 to 5.0 M. For wall

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

38 Tubular Steel Railing on Medium Weight steel 200.00 Rmt. 2385.62

channel ( ISMC series) 100 mm x 50 mm

(Providing, fixing and erecting 50 mm dia steel

pipe railing in 3 rows duly painted on medium

weight steel channels (ISMC series) 100 mm x

mm, 1.2 metres high above ground, 2 m centre to

centre, complete as per approved drawings)

39 "THRIE" : Metal Beam Crash Barrier with base 200.00 Rmt. 3936.40

plate Providing and erecting a "Thrie" W - metal

beam crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 85 cm above

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 200 mm & ISMC Vertical Post

shall be fixed with base plate with 12 mm thick

stifnner plate of 100 x 80 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,

mm long complete as per Morth Specification

clause 810 including butt welding to all nuts &

bolts etc. complete as per instruction of Engineer

In Charge. Also radium red colour strip of size

x 300 mm shall be fixed on vertical front side of

each post for better night visibility. The end barrier

treatmment shall be done as per IS Standard 119 :

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

40 Type - B, "THRIE" : Metal Beam Crash Barrier 500.00 Rmt. 4278.31

Providing and erecting a "Thrie" W - metal beam

crash barrier comprising of 3 mm thick corrugated

sheet metal beam rail, 85 cm above road/ground

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

mm, 550 mm long complete as per Morth

Specification clause 810 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 night visibility. The end

barrier treatmment shall be done as per IS

41 Gabian Structure for Retaining Earth (Providing 550.00 Cum. 1560.45

and construction of a gabain structure for retaining

earth with segments of wire crates of size 7 m x

m x 0.6 m each 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 wire)

42 Gabian Structure for Erosion Control, River 275.00 Cum. 2533.08

Training Works and Protection works (Providing

and constructing gabain structures for erosion

control, river training works and protection works

with wire crates of size 2 m x 1 m x 0.3 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.)

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

43 Grouting with C.M. 1:4 in Pitching as per drawing 150.00 Cum. 2903.86

or as per instruction of Engineer In Charge

44 Jacketing : - Providing and casting in situ design 1400.00 Sqmt. 3173.72

mix concrete M.25 mix for 23 cm thick jacketing

consisting 16 mm dia 200mm c/c both ways ,

dia pin @ 400mm c/c vertically & 800mm c/c

horizontally with base supported with 300 x

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

45 Eproxy bonding of new concrete to old concrete 2100.00 Sqmt. 529.24

46 Guniting concrete surface with cement mortar 800.00 Sqmt. 775.68

applied with compressor after cleaning surface and

spraying with epoxy complete as per Technical

47 Providing and inserting nipples with approved 500.00 each 502.98

fixing compound after drilling holes for grouting as

per Technical specifications including subsequent

cutting/removal and sealing of the hole as

necessary of nipples after completion of grouting

with Cement/Epoxy

48 Sealing of crack / porous concrete with Epoxy 120.00 kg. 794.87

Grout by injection through nipples complete as per

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

49 Chipping & removing the debonded/ delaminated/ 500.00 beg 983.28

loose/ disintegrated concrete at the places and in

the manner and upto the depth and in regular

shape as 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

Patch repair to damaged concrete up to average

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

50 Repair of RCC Railing (Carrying out repair of RCC 50.00 Rmt. 118.17

M30 railing to bring it to the original shape.)

51 Repair of steel Railing (Repair of steel railing to 100.00 Rmt. 298.96

bring it to the original shape)

52 Providing and laying rubble for appron (each stone 300.00 Cum. 3791.54

weighting notless than 40Kg.) including and

packing and filing in the interesticeswith quarry-

53 Construction of precast RCC railing of M30 Grade, 110.00 Rmt. 2127.06

aggregate size not exceeding 12 mm, true to line

and grade, tolurence of vertical RCC post not to

exceed 1 in 500, centre to centre spacing between

vertical post not to exceed 2000 mm, leaving

adequate space between vertical post for

expansion, complete as per approved drawings

and technical specifications.

54 Providing G.I. 100 mm diameter water spouts 80.00 each 536.02

including necessaryiron gratings as per drawings.

55 Removal of existing cement concrete wearing coat 2100.00 Sqmt. 163.46

including its disposal complete as per Technical

specification without causing any detrimental

effect to any part of the bridge structure and

removal of dismantled material with all lifts and

lead upto 1000m(Thickness 75 mm)

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

56 Applying epoxy mortar over leached, honey 500.00 Sqmt. 436.32

combed and spalled concrete surface and exposed

steel reinforcement complete as per Technical

57 Replacement of Expansion Joints complete as per 450.00 Rmt. 2733.06

58 Hire Charges for JCB Machine ( Hydraulic 50.00 Hr 2715.89

Excavetor 0.9 cum bucket ) for removal of earth,

debris, trees, plant, advertisement hoardings etc.

complete including charges of operator, fuel, oil

59 Hire Charges for Motor Grader 3.7 metre blade 50.00 Rmt. 5473.19

with driver, fuel, oil and required maintenance

repairing etc. complete.

60 Hire Charges for Dozer - 175 HP with driver, fuel, 50.00 Hr 4893.45

oil and required maintenance repairing etc.

61 Hire Charges forFront End loader 2.1 cum bucket 50.00 Hr 2540.15

capacity with driver, fuel, oil and required

maintenance repairing etc. complete.

62 Hire Charges forBackhoe-loader 1 cum bucket 50.00 Hr 1734.17

capacity with driver, fuel, oil and required

maintenance repairing etc. complete.

63 Hire Charges for Tractor with Trolley with driver, 50.00 Hr 247.45

fuel, oil and required maintenance repairing etc.

64 Hire Charges for Water Tanker (12 KL) capacity 10.00 day 1282.70

(12 Hour) with driver, fuel, oil and required

maintenance repairing etc. complete.

65 Engaging labour for all type of work as and when 100.00 day 510.05

required daily as directed by Engineer-in-charge.

66 Engaging semiskilled labour for all type of work as 100.00 day 501.97

and when required daily as directed by Engineer-in-

67 Engaging unskilled labour for all type of work as 100.00 day 491.87

and when required daily as directed by Engineer-in-

68 Dewatering of water by using Dewatering Pump 10 30.00 Hr 316.13

HP during the monsoon

69 Hire charges of Smooth Wheeled Roller 8 tonne 40.00 Hr 1986.67

with operator, fuel, oil and required maintenance

repairing etc. complete.

70 Supplying and arranging empty cement bags filled 400.00 each 77.87

with sand at the damaged portion or arranging on

road side around rain cut in breaches, including

packing, stacking with all material and labour etc.

complete as directed by Engineer in charge.

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

71 Loading and unloading of stone boulder / stone 200.00 Cum. 64.50

aggregates / sand / kanker / moorum. (Placing

tipper at loading point, loading with front end

loader, dumping, turning for return trip, excluding

time for haulage and return trip). Tipper-18 cum

72 Cost of Haulage Excluding Loading and Unloading 80000.00 Tone. 1.74

on Surfaced Road tipper 18 cum Km

73 Cost of Haulage Excluding Loading and Unloading 15000.00 Tone. 4.09

on Katcha Track and Track in river bed / nallah Km

bed and choe bed. Tipper 18 cum

74 Clearing and grubbing road land including 1.00 hec. 28455.08

uprooting rank vegetation grass bushes, shrubs

,sapling and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means

in area of light jungle

75 Box cutting the road to proper slope and camber 2299.00 Cum. 109.24

for making a base for road work including

removing the excavated stuff and (Refilling same)

depositing on road 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.

76 Construction of granular sub-base 200mm thick 1407.00 Cum. 1433.19

layer by providing machine crushed B.T. material

satisfying MORT&H specification (Fifth revision) of

grading III including spreading in uniform layer

with motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC and

compacting with vibratory roller to achieve the

desired density etc. complete.

77 Graded II Granular sub base (GSB) 1263.00 Cum. 1182.71

Providing & Laying of Compacted closed graded

Granular Sub base(GSB) in single layer of graded

granular material consisting of only black trap

crushed stone aggregate as per grading-IV given

table 400-1 of the specification MORT & H and

compacted to the required desity with vibratory

roller with plain drum or heavy pneumatic tyred

roller of minimum 200 to 300 KN weight in all

seasons as per MORT&H, maintaining the required

slope & grade during the operation as approved by

the engineer in charge & watering to the proper

moisture content and sprinkled with the help of

truck mounted water tank fitted with suitable

arrangements (Fully saturated having CBR value

not less than 30)

BILL OF QUANTITY

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Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

78 Supplying and fixing reinforced concrete heavy 400.00 Rmt. 1968.37

duty non-pressurepipes with collars for culverts

carrying heavy traffic as 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.(iii) 600mm

79 Providing and Spraying Prime Coat with Bitumen 4875.00 Sqmt. 65.65

emulsion S S-1 @ 7.50 Kg / 10 SqM including Cost

80 Providing and laying 20mm thick Mix Seal Surface 224.00 MT 3927.89

with tack coat @ 2.0 kg/10 sqm using B.T. chips as

per M.O.R.T. & H. gradation type A and

specification with VG-30 for mixing @ 51.00 Kg /

M.T. i.e. 5.1 % of total weight of mix using including

heating and mixing the aggregate and asphalt in

continuous of drum mix plant and hot laid process

spreading the same by paver finisher and

consolidation with roller as per M.O.R.T. & H.

specification to achieve desire density, including

providing all materials equipments, tools and

plants, fire wood, oil, kerosene, labour charges etc.

complete using contractor's own machinery, drum

mix plant and paver finisher etc. complete.

81 Earthwork for embankment including breaking 4488.00 Cum. 177.91

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 3.0KM. lead

BILL OF QUANTITY

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Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

82 Regulatory / Mandatory Sign :-Providing and fixing 120.00 Cum. 3540.12

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

cms. Dia Circle 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 product offered shall be submitted by

(B) Class-B Type-4 Retro Reflective sheeting.

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

83 Cautionary Warning Sign :-Providing and fixing 60.00 Cum. 3906.18

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 90 x

90 x 90 cms. 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 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. (B) Class-B Type-4 Retro Reflective

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

84 Hazard Marker Sign :-Providing and fixing sign 30.00 No 3518.68

boards made out of 1.5mm aluminium sheet /

3mm ACP (Aluminum composite Panel); size

90x30 cms. 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; 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 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

(B) Class-B Type-4 Retro Reflective sheeting

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

85 Diversion Ahead Sign :-Providing and fixing sign 30.00 No 9867.07

boards made outof 2mm aluminium sheet / 4mm

ACP (Aluminum compositePanel); size 180x60

cms. rectangular as per design of IRC-67-2012.Pre

treated 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 ; 3.1 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

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. (B) Class-

B Type-4 Retro Reflective sheeting

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

86 Chevron sign:-Providing and fixing sign boards 120.00 No 3711.75

made out of 1.5mm 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 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

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 sheeting

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

87 Around the Island / Road Direction Sign (Big) :- 30.00 No 9585.24

Providing andfixing sign boards made out of 2mm

aluminium sheet / 4mm ACP(Aluminum composite

Panel); size 180x60 cms. as per design ofIRC-67-

2012. Pre treated with 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 ofengineer in charge. A warranty

for 7 years for the Retro reflectivesheeting from

original manufacturer & a certified copy of

yearoutdoor exposure test report from third party

test lab for theproduct offered shall be submitted

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

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

88 Men at work (Heavy) sign :-Providing and fixing 30.00 No 9148.15

sign boards madeout of 2mm aluminium sheet /

4mm ACP (Aluminum compositePanel); size

120cm x 90cm as per design of IRC-67-2012.

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; 3.6 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, curing etc.complete under the

supervisionof engineer in charge. A warranty for

years for the Retroreflective sheeting from original

manufacturer & a certified copyof 3 year outdoor

exposure test report from third party test labfor

the product offered shall be submitted by

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

89 Cat Eye/ Road Stud/RPM: Supplying Raised 300.00 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

13635 kgs. tested in accordance to ASTM D

Type H and complying to Specifications of Category

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

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 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.

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

90 Road marking with hot applied thermoplastic 345.00 Sqmt. 367.72

palnts 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

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

91 Demolation and disposal of unserviceable 857.72 Cum. 930.35

materials with all lead & lift. (ii) Un reinforced

cement concrete

92 Excavation in large boulders and soft rock by 908.00 Cum. 716.55

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

93 Providing and filling in foundation with ordinary 94.00 Cum. 3345.58

cement concrete M- 100 mix and providing

necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

94 Providing and fixing mild steel dowel bars of 36.00 Rmt. 450.07

minimum 32mm dia. for anchoring by drilling

holes in foundation strata including necessary

bending, hooking of dowel bars and grouting the

holes complete as per detailed drawing and as

95 Providing and casting in-situ ordinary cement 1701.00 Cum. 4291.12

concrete M-200 mix and providing necessary pin

headers including shuttering, scaffolding laying

vibrating, curing and finishing complete without V-

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

96 Providing and casting in situ controlled cement 35.00 Cum. 5413.11

concrete M-250 for RCC work in pier caps /

Abutment caps & Dirt wall including ordinary

cement concre-te M-250 bed block or pedestal of

required size below bearings as per detailed

drawings centering, shuttering, scaffolding

wherevernecessary laying, vibrating,curing and

finishing complete.

97 Providing and casting in situ controlle cement 185.60 Cum. 5616.13

concrete M-300 for R.C.C. solid slab including

centering, scaffolding, curing and finishing

98 Providing and casting in situ controlle cement 26.09 Cum. 4972.29

concrete M-300 for RCC Crash Barriar including

curing and finishing complete.

99 Providing and filling in foundation with ordinary 122.19 Cum. 3715.63

cement concrete M- 150 mix and providing

necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

100 Providing and casting in situ controlle cement 28.40 Cum. 5564.68

concrete M - 300 for average 75mm. thick

Wearing coat laid as directed including tamping,

vibrating, finishing, curing, and filling in joints with

bitumen complete.

101 Providing and casting in - situ controlle cement 40.00 Cum. 5422.83

concrete M-300 for approach slab.

102 Providing and fixing in position mild steel 32 18.00 No 341.29

mm dowel bars in pier caps for anchorage in fix

end as per detailed drawing including cutting

bending & welding complete.

103 Providing and fixing in position mild steel 32 18.00 No 399.70

mm dowel bars in pier caps for anchorage in free

end as per detailed drawing including cutting

bending & welding complete.

104 Providing 12 mm thick pre-moulded asphalt filler 25.00 Sqmt. 703.53

joints as per drawing.

105 Providing and fixing tar papper bearing ,shall be 49.00 Sqmt. 202.00

provided between abutment / pier cap and RCC

106 Providing flood gauge marks on sub structure as 15.00 Rmt. 156.34

per design including painting complete.

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated quantites

107 Wall painting (three coats) with Plastic emulsion 178.00 Sqmt. 125.40

paint of approved brands like Apex or equivalante

and manufacture on undecorated wall surfaces to

give an even shade including thorougnly brushinf

the surface free from mortar droppings and other

foreign matter and sand papered smooth. ( Black &

Twenty crores Eighty Three Lakhs Fifty Seven Thousand Two Hundred Forty Three only

I/We am/are willing to carry out the work at ……………………………………… % above / below percent [should be written

in figures and words] of the estimated rates mentioned above. Above of my / our tender works out as under.

Estimated Amount Estimated Amount

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

Deduct ….……. % below Rs. ……………………………….. Deduct ………..…. % Above

[Please strike out whichever is not applicable]

[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 Bidder

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub-Division Panchayat R & B Division

Keshod - 1 Junagadh