Bridge Work

NAME OF WORK :- CONSTRUCTION OF MINOR BRIDGE AT CH.13/800 TO 13/900 ON SAMLAYA-TUNDAV-

RANIYA ROAD (MDR- CH.0/000 TO 19/400) TALUKA:SAVLI; DISTRICT: VADODARA, IN THE STATE OF

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

1 Diversion of watercourse / providing cofferdam and bund 3.00 Each 122573.60

or island as may be necessary for foundation and

maintaining the same for the period as may be

2 Demarkation of road alingment including marking out 0.90 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.

3 Providing flood gauge marks on substructure as per 14.00 Rmt 159.14

design including painting complete.

4 Providing masonry steps with cement pointing on 67.00 No 225.01

approaches as directed .

5 Filling available excavated earth/wethered rock in 855.00 Cu.m. 133.65

trenches,sides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each disposited

layer by ramming and watering.

6 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. 1867.80 Cum 498.94

(B) Depth from 3.0 to 6.0 M. 46.20 Cum 585.37

7 Empty boring through all Sorts of strata including Rock 446.00 Rmt 5424.74

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 complete.

8 Providing 6mm thick steel liner for piles including 8.90 MT. 47323.73

fabricating and setting out as per detail drawing as

9 Providing and laying controlled cement concrete of M 35 506.10 Cu.m. 4884.81

for R.C.C. bored piles of 1.20 mt dia. including ramming,

vibrating and finishing excluding T.M.T Reinforcement

10 Providing and fixing in position Fe 550D TMT for R.C.C. 76.00 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.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

11 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.

12 Dynamic Load testing of foundation piles including 2.00 Nos. 35767.11

loading with necessary kentledge any other suitable

method as directed with all arregement & equipment

13 Conducting Pile low strain integrity test as per ASTM D 20.00 Nos. 1200.00

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 equipment

14 Providing & filling in foundation as base course with 357.00 Cum 3676.91

ordinary cement concrete of M 15 mix and providing

necessary vertical pin headers including formwork

vibrating ramming & curing complete.

15 Providing and casting in-situ controlled cement concrete 656.50 Cum 5060.81

of M 35 For R.C.C. work for footing & piles cap including

necessary form work vibrating, curing and finishing

16 Providing and fixing in position of steel grade FE-550D 91.50 MT 81325.80

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

tying, welding etc., complete as per detailed drawing and

17 Providing and casting in situ controlled cement with of

M35 for R.C.C. work in piers and abutment,Box culvert

as per drawing including centering shuttering scaffolding

where necessary laying vibrating curing and finishing

(A) Height from 0.0 M to 5.0 M 463.70 Cum 5392.19

(B) Height from 5.0 M to 10.0 M 56.39 Cum 5707.91

18 Providing and fixing in position fully moulded restrained 387072.00 Cu.cm 1.00

elastometric Bearings as per detailed drawings

19 Providing and casting in situ controlled cement concrete 91.90 Cum 5790.33

of M 35 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

20 Providing and fixing in position TMT (FE-550D) bar 36.10 M.T. 81325.80

reinforcement including cutting ,bending, hooking, tying,

welding etc., complete as per detailed drawing and

specification. For pier,Abutments,Abutment cap , pier

cap , sesmic arrester, Pedestal, Dirt Wall

21 Providing and casting in situ controlled cement concrete 94.30 Cu.m. 5962.76

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

22 Providing and placing in position FE 550D TMT bar 15.60 MT 82181.57

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

23 Providing and laying 35/70 mm thick DBM in Single layer 228.70 MT 3444.92

using 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 40 grade asphalt at

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 & filler (2%) etc. complete

24 Providing and laying 40 mm Bitumen concrete using 156.70 MT 3759.12

crushed stone aggregate BT chips as per required

gradation and using the VG-40 grade asphalt at

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 & Lime (2%) 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

25 Reinforced Cement Concrete Crash Barrier (Providing & 110.00 Rmt 7746.70

laying of an Reinforced cement concrete crash barrier at

the edges of the road, approaches to bridge structures

and medians, constructed with M-40 grade concrete with

Fe 550D With FBEC reinforcement conforming to IRC:21

expansion joints filled with pre-moulded asphalt filler

board, Painting Two Coats, 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)

26 Providing G.I. 100 mm. diameter water spouts including 18.00 Each 536.03

necessary iron gratings as per drawings.

27 Providing and fixing marble slab including engraving and 2.00 Each 1012.65

painting complete.

28 Providing and casting in situ controlled cement concrete 27.00 Cum 5326.74

of M 35 for approach slab including form work curing

and finishing complete.

29 Providing and fixing in position FE 550D TMT bar 3.40 M.T. 80710.13

reinforement including cutting, bending and tying

complete as per detailed drawings. R.C.C. Approch slab.

30 Modular Strip / Box Seal Joint (Providing and laying of a 17.00 Rmt. 2057.37

modular strip Box steel expansion joint including

anchorage catering to a horizontal movement beyond

mm and upto 140mm, complete as per approved

drawings and standard specifications to be installed by

the manufacturer/supplier or their authorised

representative ensuring compliance to the

manufacturer's instructions for installation.)

31 Providing & laying weep hole in Abutments, and returns 569.00 Each 84.63

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

grade and jointing the completed as per detailed

32 Providing and laying - Fitter Media 600mm thick directed 551.10 Cu.m 782.00

at the back of abutments, returns and wing walls as per

detailed specifications.

33 Providing and laying Pitching on slopes laid over 161.00 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

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

34 Providing and laying Filter material underneath pitching 80.50 Cum 877.69

in slopes complete as per drawing and Technical

35 Back filling between returnwall shall be selected soil 2852.00 Cum 456.55

having properties as C=0Kg/Sq. ∅=35° 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.

36 Providing fusion bonded Epoxy coating not less than 175 84.04 MT 10162.62

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

37 Providing fusion bonded Epoxy coating not less than 175 138.66 MT 7296.24

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

38 Clearing and grubbing road land including uprooting rank 0.10 Hec. 28455.09

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.

39 Construction of 100/200 mm thick compacted coarsed 406.60 Cum 2020.91

granular subbase by providing coarse graded machine

crushed B.T. material satisfying MOST specification

(Grade-V crushed B.T. stone aggregate 53 mm to

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.

40 Construction of 100/200 mm thick compacted coarsed 435.60 cu.m 1646.30

granular subbase (Grade-I crushed B.T materials of

,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

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

41 Providing and laying wet mix base course macadam 250 303.90 cu.m 1560.45

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.

42 Providing and applying priming coat with emulsion SS1 2563.30 Sqm 59.49

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

asphalt and preparing the surface heating and applying

43 Providing and laying of Extruded Bioaxial Polypropylene 1500.00 Sqm 660.44

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.

44 Road marking with hot applied thermo plastic paints with 71.70 Sqm 367.73

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound

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

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

45 Direction (Junction) Sign :-Providing and fixing sign 1.00 Each 21287.51

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

(Aluminum composite Panel); size 244x122 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; 4.0mtr (2 Nos.)

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 50x50x5mm; 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 contractor. (B)

Class-B Type-4 Retro Reflective sheeting

46 Cautionary Warning Sign :-Providing and fixing sign 7.00 Each 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 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 QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

47 Facility Informatory Sign :-Providing and fixing sign 9.00 Each 3990.65

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

(Aluminum composite Panel); size 80 x 60 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; 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 contractor. (B)

Class-B Type-4 Retro Reflective sheeting.

48 Hazard Marker Sign :-Providing and fixing sign boards 7.00 Each 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 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 QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

49 Regulatory / Mandatory Sign :-Providing and fixing sign 10.00 No. 3540.13

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 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.

50 Chevron sign :-Providing and fixing sign boards made 6.00 Each 3711.45

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 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-B Type-4 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

51 Providing and fixing hectometer as per I.R.C. type design 1.00 Each 356.50

including painting lettering etc. complete fixing in C.C.

52 Type - A, "W" : Metal Beam Crash Barrier (Providing and 231.00 Rmt. 3354.21

erecting a "W" metal beam crash barrier comprising of

mm thick corrugated sheet metal beam rail, 70 cm above

road/ground level, fixed on ISMC series channel vertical

post, 150 x 75 x 5 mm spaced 2 m centre to centre,

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 811).

53 Cat Eye/ Road Stud / RPM: Supplying Raised Pavement 60.00 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

kgs. tested in accordance to ASTM D 4280 Type H and

Complyinh to Specification of Category A of MORTH

Circular No RW/NH/33023/10-97 -Do III Dt 11.06.

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

54 Blinkers : Providing & fixing solar power road traffic 5.00 Nos. 8925.00

flasher/blinker ( 24 hour operations) having 300 mm

round light source, cluster of high intensity ultra bright

LED visibility greater than 500mtr red or amber or as

required. Flashing duty cycle 50% operation for 24 hours

located 3.0mtr above thr ground level on post of 80NB

MS Post,design in line with IS 7537-1974 specification of

road traffic signals Solar model 12 V, 20WP/124

40W,Battery 12 V 60Ah/12 V 110 AH. Operating

temparature 0 to 50 C, Humidity 93% EH (NC) complete

with Installation.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

55 Providing and fixing pre-cast concrete kerb stone of gray 39.00 Rmt. 370.68

cement based concrete block 30cm length,30cm height

and 15cm thick of M250 grade concret as per approved

design and including excavation for fixing in proper line

and level,filling the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

56 Earthwork for embankment including breaking clods, 1281.00 Cum 357.16

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 vibratory roller 8T

to 10T.(A) From Borrow pits within land width

57 Close Graded Premix Surfacing/Mixed Seal Surfacing 1348.00 Sqm 163.22

(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

58 Supplying and fixing reinforced concrete heavy duty non- 125.00 Rmt 4491.62

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.

59 Dismentaling the existing R.C.C. work structure including 96.00 Cum 908.20

removing and stacking the dismentelled materials as and

where directed.

60 Demolition of Brick work and stone masonry including 98.00 Cum 549.49

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.(ii) In

Four Crores Sixty One Lacs Sixty Seven Thousand Three Hundred Seventy Two & Twenty Nine Paise Only.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

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

Note 5-The Contractor will have to submit the all mix design at his own cost before excavation as directed and to be approved from the

Engineer in charge.

Note 6:-An amount of Rs.18,06,566.20 ( Rs. Eighteen Lacs Six thousand Five hundred Sixty Six rupees and twenty paisa only. ) towards

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

Above all Iteams of "BILL OF QUANTITIES" with Item Description,Unit,Rate & Amount have verificed by me and Found.

Deputy Executive Engineer Divisional Account Executive Engineer

District (R&B) Sub Division No. 2 District (R & B) Division District (R&B) Division

Vadodara Vadodara Vadodara