CONSTRUCTION OF MAJOR BRIDGE ON ACROSS KIM RIVER CONNECTING TO MANGROL-VAKILPARA-ANOI-KHAREDA-KARAGARA ROAD IN TAL. MANGROL, DIST. SURAT.

NAME OF WORK: CONSTRUCTION OF MAJOR BRIDGE ON ACROSS KIM RIVER CONNECTING TO

MANGROL-VAKILPARA-ANOI-KHAREDA-KARAGARA ROAD IN TAL. MANGROL, DIST. SURAT.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

1 Dismentaling the existing structure including removing 401.00 Cum 955.41

and stacking the dismentelled materials as and where

directed. (A) R.C.C. work

2 Diversion of watercourse / providing cofferdam and 5.00 Each 149742.60

bund or island as may be necessary for foundation and

maintaining the same for the period as may be

3 Demarkation of road alingment including marking out 0.60 Km 2706.50

road line by providing and fixing wooden pegs or steel

rod of required size at every 25 M to 50 M. including

excavating trenches ion both sodes of 0.30 m. x 0.30M.

including supplying of labours and all materials for

every work etc. complete.

4 Providing flood gauge marks on substructure as per 8.00 Rmt 167.03

design including painting complete.

5 Providing masonry steps with cement pointing on 48.00 Steps 235.51

approaches as directed .

6 Providing and filling sand inside abutment and between 89.00 Cum 504.42

returns in layers as directed.

7 Filling available excavated earth/wethered rock in 670.20 Cum 136.92

trenches,sides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each disposited

layer by ramming and watering.

8 Excavation for foundation in sand , gravel , clay soft

soils & murrum etc. Including sorting and strutting and

dewatering as necessary and disposing of excavated

stuff as directed.

(A) Depth upto 3.0 M. 1263.70 Cum 526.15

(B) Depth from 3.0 m to 6.0 m 10.30 Cum 616.34

9 Empty boring through all Sorts of strata including Rock 924.00 Rmt 5558.72

for providing 1.20 MT dia. R.C.C. bored piles to

required depth including providing necessary casing

pipe with all plants and equipment's as required

10 Providing 6mm thick steel liner for piles including 24.90 MT 47323.73

fabricating and setting out as per detail drawing as

11 Providing and laying controlled cement concrete of M 980.00 Cum 4989.40

35 for R.C.C. bored piles of 1.20 mt dia. including

ramming, vibrating and finishing excluding T.M.T

Reinforcement complete.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

12 Providing and fixing in position Fe 550D TMT for R.C.C. 182.00 MT 81120.33

bored piles as per detailed drawing, including cutting,

bending hooking tying and welding complete and

including forming the cage and lowering it in position.

13 Static Load testing of foundation piles including loading 2000.00 MT 187.38

with necessary kentledge or any other suitable method

as directed with all arregement & equipment reqired..

14 Dynamic Load testing of foundation piles including 2.00 No 35767.11

loading with necessary kentledge any other suitable

method as directed with all arregement & equipment

15 Conducting Pile low strain integrity test as per ASTM D 28.00 No 1212.00

5882- 96 code of American Society for Testing on cast -

in situ RCC pile of 1200 mm diameter inclusive of

analysis with all contractor's equipment, manpower,

site preparation, lead and lifts etc. complete as per

standard procedure, and as directed by the Engineer in

charge. Note:- Rate is inclusive All equipment, All

labour and consumable required & Mobilization of

16 Providing & filling in foundation as base course with 113.40 Cum 3695.59

ordinary cement concrete of M 15 mix and providing

necessary vertical pin headers including formwork

vibrating ramming & curing complete.

17 Providing and casting in-situ controlled cement 373.30 Cum 5085.35

concrete of M 30 For R.C.C. pile cap including

necessary form work vibrating, curing and finishing

18 Providing and fixing in position of steel grade FE-550D 37.40 MT 81325.80

(TMT) for R.C.C. Pile Cap Including cutting hooking,

tying, welding etc., complete as per detailed drawing

and specification.

19 Providing and casting in situ controlled cement with of

M30 for R.C.C. work in piers and abutment as per

drawing including centering shuttering scaffolding

where necessary laying vibrating curing and finishing

(A) Height from 0.0 M to 5.0 M 145.00 Cu.m. 5429.76

(B) Height from 5.0 M to 10.0 M 3.00 Cu.m. 5751.95

20 Providing and fixing in position fully moulded restrained 645120.00 Cu.cm 0.90

elastometric Bearings as per detailed drawings.

21 Providing and casting in situ controlled cement concrete 178.00 Cu.m. 5746.90

of M 30 Mix for R.C.C. works in pier cap abutment cap

and dirt wall including controlled cement concrete M

bed block or pedestals of required drawings, centering

shuttering, scaffolding wherever necessary laying

vibrating curing and finishing complete.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

22 Providing and fixing in position FE 550 D bar 74.20 MT 81325.80

reinforcement including cutting ,bending, hooking,

tying, welding etc., complete as per detailed drawing

and specification. For pier,Abutments,Aburment cap

pier cap , sesmic arrester , Pedestal.

23 Providing and casting in situ controlled cement concrete 439.00 Cu.m. 6077.17

M-35 for R.C.C. work in superstructure including

centering, shuttering scaffolding, ramming, vibrating

curing and finishing complete. (A) T-Beam and Deck

slab type of superstructure (II) Main and cross Girder

24 Providing and placing in position FE 550D TMT bar 71.00 MT 80710.13

reinforcement including cutting, bending, hooking, and

tying complete as per detailed drawing.(B) T-Beam and

Deck slab type of superstructure (I) Deck slab (II) Main

and cross Girder

25 Providing and casting in situ controlled cement concrete 75.00 Cu.m. 5661.05

of M 40 for average 100 mm. thick wearing coat laid

as directed including tamping vibrating finishing curing

and filling in joints with bitumen complete.

26 Provision of an Reinforced cement concrete crash 180.00 Rmt 7892.14

barrier at the edges of the road, approaches to bridge

structures and medians, constructed with M-40 grade

concrete with Fe-550D with fusion bonded Epoxy

coating reinforcement conforming to IRC:21 and dowel

bars 25 mm dia, 450 mm long at expansion joints filled

with pre-moulded asphalt filler board, keyed to the

structure on which it is built and installed as per design

given in the enclosure to MOST circular No. RW/NH -

33022/1/94-DO III dated 24 June 1994 as per

dimensions in the approved drawing and at locations

directed by the Engineer, all as specified as per

drawing attached.

27 Providing G.I. 100 mm. diameter water spouts 40.00 Each 536.03

including necessary iron gratings as per drawings.

28 Providing and fixing marble slab including engraving 2.00 Each 1012.65

and painting complete.(A) size 75 cm x 60 cm x 4 cm

29 Providing and casting in situ controlled cement concrete 27.00 Cu.m. 5361.08

of M 30 for approach slab including form work curing

and finishing complete.

30 Providing and fixing in position FE 550D TMT bar 13.00 MT 80710.13

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) Wearing

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

31 Providing and fixing in position 20 mm thick 34.00 Rmt 453.49

premoulded joint filler in expansion joint for fixed ends

of simply supported spans not exceeding 10 m to cater

for a horizontal movement upto 20 mm, covered with

sealant complete as per drawing and technical

specifications.

32 Providing and laying Filter Media 600mm Thick directed 278.00 Sq.m 1311.18

at the back of Abutment, return and wing walls as per

detailed specification.

33 Providing & laying weep hole in Abutments, and returns 171.00 Each 89.20

by using A.C. pipe of 100mm including laying in proper

grade and jointing the completed as per detailed

34 Providing and laying of Extruded Bioaxial Polypropylene 413.00 Sq.m 353.80

Geogrid 40 KN as per clause no 3102.8 and approval

design and specification with accesories like tie

strips,nuts & bolts and loops/lugs for joining reinforcing

elements with the facia ,pannels and overlaps and

other protective elements as per detailed specification.

35 Providing fusion bonded Epoxy coating not less than 119.50 MT 10162.62

175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775 M

including testing of coating at plant and all taxes (A)

10mm to 16mm dia bar

36 Providing fusion bonded Epoxy coating not less than 260.00 MT 7296.24

175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775 M

including testing of coating at plant and all taxes (B)

20mm to 32 mm dia bar

37 Providing and laying Pitching on slopes laid over 36.00 Cu.m. 1051.41

prepared filter media including boulder apron laid dry in

front of toe of embankment complete as per drawing

and Technical specifications

38 Providing and laying Filter material underneath pitching 18.00 Cu.m. 877.69

in slopes complete as per drawing and Technical

39 Carrying out load test of super structure as directed 400.00 MT 169.92

including all necessary materials plant

equipement,instruments, labour and arrangements for

40 Steel work, welded in built up sections framed work 10000.00 Kg 91.08

inpection platform, ladder including cutting, hoisting,

fixing in position and applying a priming coat of red

lead paint. (A)In beams and joists,channels angles

Tees, flats, with connecting plates or angle cleats as in

main and cross beams. Hip and jack rafters,purlins

conneted to common rafters and the like

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

41 Painting two coats (excluding priming coat) on new 625.00 Sq.m 68.57

steel and other metal surface with synthetic enamel

paint, brushing to give an even shade including

cleaning the surface of all dirt, dust and other foreign

42 Clearing and grubbing road land including uprooting 0.10 Hectare 28455.09

rank vegetation , grass , bushes , shrubs , saplings and

trees of girth upto 300 mm removal of stumps of trees

cut earlier and disposal of unserviceable materials (I)

By Mechanical means in area of light jungle.

43 Earth work for embankment having CBR not less than 1190.70 Cu.m. 367.64

5% including breaking 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 depressing which occur during the

process using Vibratory roller 8T to 10T.

44 Back filling between returnwall shall be selected soil 689.10 Cu.m. 504.42

having properties as C=0Kg/Sq. ∅=30° for

embankment including breaking 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 depressing

which occur during the process using Vibratory roller 8T

to 10T. (E) From Borrow area With all lead & lift.

45 Construction of compacted coarsed granular subbase 292.10 Cu.m. 1407.94

200 mm thick (Grade-I crushed B.T materials of 53 mm

,Below 2.36 mm @ 20 %) by providing close graded

material , mixing in a mechanical mix plant at

OMC,carriage of a mix material to work site, spreading

uniform layers with motor grader on prepared surface

and compacting with vibratory power roller to achieve

desire density , complete clause as per

46 Providing and laying wet mix base course macadam 153.50 Cu.m. 1599.84

250 mm in Two layer using machine crushed chips as

per required gradation mixing with required optimum

quantity of water conveying the mix to site and

spreading to grade and camber with mechanical paver

consolidation by vibratory roller including material,

labour, plant and machinery and equipment etc.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

47 Providing and laying 50 mm DBM in single layer using 70.10 MT 3522.88

crushed stone aggregate BT chips as per required

gradation and using emulsion asphalt as a tack coat @

2.5 kg / 10 sqmt and the VG-30 grade asphalt at

kg/MT)by total weight of mix hot laid process using hot

mix plant including heating and mixing asphalt &

materials by drum mix process transporting the mix

and laying by paver finisher including consolidation with

vibratory roller including cost of material, labour,

machinery equipment and fuel , oil , lubricant for plant

and machinery using contractor's own plant and

machineries etc. complete

48 Providing and laying 30 mm Bitumen concrete using 44.00 MT 3802.65

crushed stone aggregate BT chips as per required

gradation and the VG 30 grade asphalt at 54 kg/MT)by

total weight of mix hot laid process using hot mix plant

including heating and mixing asphalt & materials by hot

mix process transporting the mix and laying by paver

finisher including consolidation with vibratory roller

including cost of material, labour, machinery equipment

and fuel , oil , lubricant for plant and machinery using

contractor's own plant and machineries etc. complete.

49 Providing and applying priming coat with emulsion SS1 1308.40 Sq.m 60.30

grade at the rate of 7.50 kg/ 10 Sq.mt. including cost

of asphalt and preparing the surface heating and

applying etc. complete.

50 Providing and laying of Extruded Bioaxial Polypropylene 513.90 Sq.m 353.80

Geogrid 30 KN as per clause no 3102.8 and approval

design and specification with accesories like tie

strips,nuts & bolts and loops/lugs for joining reinforcing

elements with the facia ,pannels and overlaps and

other protective elements as per detailed specification.

51 Road marking with hot applied thermo plastic paints 37.00 Sq.m 367.73

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick includlng reflectorsing glass

beads@ 250 gms 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 sreaks and holes. zebra patta/bump patta

lane/center line/edge line/cut patta. The white color

marking should provide liminance coefficent on cement

road shall be min 130mcd/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 resistnce as mentioned in the

section 15 of IRC35-2015. warrenty for retro

reflectivity shall be two years

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

52 Cautionary Warning Sign :-Providing and fixing sign 2.00 Each 5077.27

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 Micro

Prismatic Grade retro refiectivesheeting of Type-11 as

per ASTM D-4956 and latest M.O.S.T.Specifications;

3.6mtr 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

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 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

contractor. (A) Class-C Type-11 Retro Reflective

53 Hazard Marker Sign :-Providing and fixing sign boards 2.00 Each 3666.30

made out of 2.0 mm aluminium sheet / 4 mm 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-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 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 warranty for

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-C Type-11 Retro Reflective sheeting

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

54 Regulatory / Mandatory Sign :-Providing and fixing sign 2.00 No 4618.73

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 60 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 Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-4956

and latest M.O.S.T.Specifications; 3.6mtr 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 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 warranty for

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-C Type-11 Retro Reflective sheeting

55 Chevron sign :-Providing and fixing sign boards made 6.00 No 4681.35

out of 1.5mm aluminium sheet / 3mm ACP (Aluminum

composite Panel); size 60x50 cm 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-4956 and latest

M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x

75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 50 x

50 x 5mm; 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 warranty

for 10 years for the Retro reflective sheeting from

originaa 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-C Type-11 Retro Reflective

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

56 Providing and erecting a "W" metal beam crash barrier 108.00 Rmt 5707.51

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

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 complete as per clause

57 Cat Eye/ Road Stud / RPM: Supplying Raised Pavement 53.00 Each 217.41

Markers made of polycarbonate and ABS moulded body

and reflective panles with micro prismatic lens (No

Glass lens) capable of providing total internal reflection

of light entering the lens face and shall support a load

of 13635 kgs. tested in accordance to ASTM D

Type H and Complyinh to Specification 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 20mm, 130 mm and 130mm and with minimum

reflective area of 13 sqcm on each side and the slope

to the base shall be 35+/-5 degrre. 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

58 Providing and casting in situ ordinary cement concrete 1.70 Cu.m. 4307.75

M-20 forKerbs/Kerb blocks including formwork, curing

and finishing complete.

59 Providing and casting in situ controlled cement concrete

M-25 for R.C.C. return as per drawings including

centering shuttering, scaffolding where necessary,

laying vibrating, curing and finishing complete.

60 Construction of 200 mm thick compacted coarsed 148.00 Cu.m. 1400.57

granular subbase by providing coarse graded machine

crushed B.T. material satisfying MOST specification

(Grade-V crushed B.T. stone aggregate 26.5 mm to

mm below @ 30 % ) 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.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

61 Close Graded Premix Surfacing/Mixed Seal Surfacing 699.00 Sq.m 175.74

(Mechanical means using HMP of appropriate capacity

not less than 75 tonnes/hour. Providing, laying and

rolling of close-graded premix surfacing material of

mm thickness composed of 11.2 mm to 0.09 mm (Type-

a) aggregates using penetration grade bitumen to the

required line, grade and level to serve as wearing

course on a previously prepared base, including mixing

in a suitable plant, laying and rolling with a Smooth

wheeled roller 8-10 tonne capacity, and finishing to

required level and grade. )

62 Cautionary Warning Sign :-Providing and fixing sign 2.00 No 3906.19

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 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

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 (For

63 Diversion sing board :-Providing & Fixing sign boards 2.00 No 6798.92

made out of 2mm aluminium sheet, size 180 x 60 cms.

rectangle as per the attached drawing pre treated with

phospheting process & acid etching. coated with one

coat of epoxy priemr and two coats of best quality

epoxy paint reflectorised with retro reflective sheeting

as per latest M.O.S.T. Specifications;Letters and

numerals should be as per IRC-30-1968,3.1m long

(2nos) stand post and frame fabricated from iron angle

of 35x35x3mm, 50x50x5mm painted with best quality

epoxy coatings in blak and white bends. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45x 60cms

for each leg, including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)...(For Diversion)

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

64 Hazard Marker Sign :-Providing and fixing sign boards 2.00 No 3518.69

made out of 2.0 mm aluminium sheet / 4 mm 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

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.(For

65 Regulatory / Mandatory Sign :-Providing and fixing sign 2.00 No 3540.12

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 60 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

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.(For

66 Supplying and fixing reinforced concrete heavy duty 200.00 Rmt 4491.62

non-pressure pipes with collars for culverts including

setting and joining the pipes in C.M. 1:2 watering and

laying (To level of slops of I.S. 458 / 1971 Class NP4

casted by vertically vibrated technology of following

internal diameter. 1000mm dia.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

Six Crores Thirty Eight Lac Ninety Three Thousand One Hundred Ninety Seven & Paise Seventy Nine 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 rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Note 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.

Note 2-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 3-GST and Income tax TDS will be deducted at a source while making payments of bills

Note 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.

Note 5:-An amount of Rs.15,11,755.60 ( Rs. Fifteen lakh Eleven Thousand Seven Hundred Fifty Five & paise sixty) towards estimated

credit value of dismentaling shall be recovered from the first R.A. Bill of this work irrespective of the quantity actually received on

Deputy Executive Engineer Divisional Account Executive Engineer

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

Mangrol Surat Surat