Civil Work

1 Diversion of watercourse / providing cofferdam and bund or 1.00 JOB 500717.60

island as may be necessary for foundation and maintaining the

same for the period as may be necessary.

2 Demarkation of road alingment including marking out road 1.39 Km. 2706.50

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.

3 Providing flood gauge marks on substructure as per design 8.80 Rmt 159.14

including painting complete.

4 Providing masonry steps with cement pointing on approaches 65.00 No. 225.01

as directed .

5 Providing and filling sand inside abutment and between 290.00 Cu.m. 456.55

returns in layers as directed.

6 Filling available excavated earth/wethered rock in 1965.00 Cu.m. 133.65

trenches,sides of foundations etc. in layers not exceeding

cm in depth consolidating each disposited layer by ramming

and watering.

7 Excavation for foundation in sand , gravel , clay soft soils & 2263.80 Cu.m. 498.94

murrum etc. including sorting and strutting and dewatering as

necessary and disposing of excavated stuff as directed.

(A) Depth up to 3.0 M.

8 Empty boring through all Sorts of strata including Rock for 944.90 Rmt 5424.74

providing 1.20 MT dia. R.C.C. bored piles to required depth

including providing necessary casting pipe with all plants and

equipment's as required complete.

9 Providing 6mm thick steel liner for piles including fabricating 50.80 MT 47323.73

and setting out as per detail drawing as directed.

10 Providing and laying controlled cement concrete of M 35 for 1098.20 Cu.m. 4884.81

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

vibrating and finishing excluding T.M.T Reinforcement

11 Providing and fixing in position Corrosion Resistance Steel Fe 247.10 MT 82473.14

550D TMT for R.C.C. bored piles as per detailed drawing,

including cutting, bending hooking tying and welding

complete and including forming the cage and lowering it in

12 Initial load test for pile in accordance with IS 2911 including 2000.00 MT 187.38

installation of loading platform & preparation of pile head or

construction of test cap & dismantaling of test cap after test

etc. with all labour,material,tool & plants,

equipment,machinery, etc. complete as per drawing &

specification as directed by the Engineer.

13 Routine load test pile in accordance with IS 2911 including 2.00 Nos. 35767.11

installation of loading platform & preparation of pile head or

construction of test cap & dismantaling of test cap after test

etc. with all labour,material,tool & plants,

equipment,machinery, etc. complete as per drawing &

specification as directed by the Engineer.

Bill of Quantity

Description of work Quantity Unit Rate In figures Amount

14 Conducting Pile low strain integrity test as per ASTM D 5882- 44.00 Nos 2121.00

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

15 Providing & filling in foundation as base course with ordinary 261.00 Cu.m. 3676.91

cement concrete of M 15 mix and providing necessary vertical

pin headers including formwork vibrating ramming & curing

16 Providing and casting in-situ controlled cement concrete of M 638.00 Cu.m. 5060.81

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

necessary form work vibrating, curing and finishing complete.

17 Providing and fixing in position of Corrosion Resistance Steel 80.00 M.T 82678.60

FE-550D (TMT) for R.C.C. Pile Cap Including cutting

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

and specification.

18 Providing and casting in situ controlled cement with of M35

for R.C.C. work in piers, abutment & return And Retaining

Wall as per drawing including centering shuttering scaffolding

where necessary laying vibrating curing and finishing

(A) Height from 0.0 M to 5.0 M 1108.50 Cu.m. 5392.39

(B) Height from 5.0 M to 10.0 M 28.70 Cu.m. 5707.91

19 Providing and Fixing in position Tar paper as bearing as per 77.00 Sqm 656.50

detailed drawings.

20 Providing and casting in situ controlled cement concrete of M 104.50 Cu.m. 5789.93

35 Mix for R.C.C. works in pier cap, abutment cap and dirt

wall, etc... including centering shuttering, scaffolding

wherever necessary laying vibrating curing and finishing

21 Providing and fixing in position Corrosion Resistance Steel 151.20 M.T 82678.60

TMT FE-550D bar reinforcement including cutting ,bending,

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

and specification. For pier, Abutments, Aburment cap, pier

cap, Return wall, Dirt wall and Retaining Wall.

22 Providing and casting in situ controlled cement concrete M-40 639.00 Cu.m. 5614.59

for R.C.C. solid slab including centering, scaffolding, curing

and finishing complete.

23 Providing and placing in position Corrosion Resistance Steel 80.00 M.T 82243.95

FE 550D TMT bar reinforcement including cutting, bending,

hooking, and tying complete as per detailed drawing.

(A) Solid Slab

24 Providing and fixing Helical pipes in voided concrete slabs. 234.00 Rmt 3594.59

25 Providing and casting in situ controlled cement concrete M-40 75.00 Cu.m. 5547.93

for average 100 mm thick wearing coat laid as directed

dincluding tamping, vibrating, finishing, curing and fillingin

joints with bitumen complete.

Bill of Quantity

Description of work Quantity Unit Rate In figures Amount

26 Providing and erecting a Double 'W' metal double beam crash 442.40 Rmt 4956.07

barrier comprising of 3 mm thick corrugated sheet metal beam

rail, 70 cm above road/ground level, fixed on ISMC series

channel vertical post, 150 x 75 x 5 mm spaced 2 m center to

center, 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 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, 330 mm long complete as per clause

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

necessary iron gratings as per drawings.

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

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

29 Providing and casting in situ controlled cement concrete of M 27.00 Cu.m. 5325.93

35 for approach slab including form work curing and finishing

30 Providing and fixing in position Corrosion Resistance Steel FE 10.20 M.T 82062.93

550D TMT bar reinforement including cutting, bending and

tying complete as per detailed drawings. (A) R.C.C. approach

slab (B) Wearing Coat.

31 Modular Strip / Box Seal Joint (Providing and laying of a 51.00 Rmt 2057.37

modular strip Box steel expansion joint including anchorage

catering to a horizontal movement beyond 70 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.)

32 Providing & laying weep hole in Abutments, and returns by 708.00 Each 84.63

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

and jointing the completed as per detailed specification.

33 Providing and laying - Fitter Media 600mm thick directed at 86.00 Sqm 1209.85

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

specifications.

34 Providing and laying Pitching on slopes laid over prepared 308.60 Cu.m. 1051.41

filter media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical

specifications

35 Providing and laying Filter material underneath pitching in 155.00 Cu.m. 877.69

slopes complete as per drawing and Technical specification

36 Carrying out load test of super structure as directed including 550.00 MT 169.92

all necessary materials plant equipement, instruments, labour

and arrangements for test directed.

37 Providing and laying of Extruded Bioaxial Polypropylene 640.00 Sqm 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.

38 Providing and fixing in position Mild steel dowel bars in pier 37.00 Each 341.29

caps or abutment caps for anchorage in fixed end as per

detailed drawings including cutting, bending and welding

Bill of Quantity

Description of work Quantity Unit Rate In figures Amount

39 Providing and fixing in position Mild steel dowel bars in pier 37.00 Each 399.70

caps or abutment caps for anchorage in free end as per detailed

drawings including cutting, bending and welding complete.

40 Clearing and grubbing road land including uprooting rank 0.20 Hectare 28455.10

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.

41 Box cutting the road surface to proper slope and camber for 343.80 Cu.m. 106.65

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto

50Mt.lead.

42 Earth work for embankment having CBR not less than 5% 284.00 Cu.m. 371.68

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.

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.

44 Construction of 150 mm thick compacted coarsed granular 310.50 Cu.m. 1308.36

subbase by providing coarse graded machine crushed B.T.

material satisfying MOST specification (Grade-V crushed

B.T. stone aggregate 26.5 mm to 9.5 mm @ 50 %, 9.5 mm to

2.36 mm @ 20% and 2.36 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.

45 Construction of 150 mm thick compacted coarsed granular 310.90 Cu.m. 1461.47

subbase (Grade-I crushed B.T materials of 53 mm to 26.5 mm

@ 35 %,26.5 mm to 4.75 mm @ 45% ,Below 2.36 mm @

%) 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 250 mm thick W.B.M. (125mm thick 518.20 Cu.m. 2361.38

each layer) of reqiued compacted thickness in each layer of

100 mm using B.T.M.C. metal of size 53mm to 22.4mm in

layers including 13% stone screening 11.2mm size and 7%

stone dust as filler, including spreading, watering and

cosolidation by vibratory roller as per MoRTH specifications

etc. complete as directed by Engineer-in-charge.

Bill of Quantity

Description of work Quantity Unit Rate In figures Amount

47 Providing and laying 50 mm thick compacted B.M.with B.T. 228.00 MT 3509.75

aggregate as per MORT&H specification and Emulsion grade

RS1 for tack coat at 2.5 Kg./10Sq.mt. with mechanical sprayer

and bitumen grade VG-30 for mixing at the rate 34.0Kg/M.T.

i.e. 3.4 % of total mix including heating the aggregate and

asphalt by drum mix plant and spreading the same by censor

paver finisher and consolidation with vibratory roller including

providing all materials, equipments, tools and plants, oil,

kerosene, fire wood, labour charges etc. complete.

48 Providing and applying priming coat with emulsion SS1 grade 2072.50 Sqm 90.80

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

preparing the surface heating and applying etc. complete.

49 Providing and Laying 25 mm thick Semi Dense Bituminous 119.20 MT 4393.50

Carpet with B.T. aggregate as per M.O.R.T. & H. gradation

and specification with on B.T. Surface of grade ( VG-30 ) for

mixing @ 50.00 Kg/M.T. i.e. 5.0% by weight of total mix

including heating & mixing the aggregate and asphalt by

continuous batching of drum mix plant and spreading the same

by paver finisher and consolidation with power roller,

including providing all materials equipments, tools and plants,

oil, kerosene, firewood, labour charges etc. complete using

contractor's own machineries drum mix plant and paver

finisher etc. complete.

50 Road marking with hot applied thermo plastic paints with 94.00 Sqm 367.73

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

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

51 Cautionary Warning Sign :-Providing and fixing sign boards 2.00 No. 3906.19

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 Quantity

Description of work Quantity Unit Rate In figures Amount

52 Hazard Marker Sign :-Providing and fixing sign boards made 2.00 No. 3518.69

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

53 Regulatory / Mandatory Sign :-Providing and fixing sign 2.00 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

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.

54 Chevron sign :-Providing and fixing sign boards made out of 12.00 Each 3711.75

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 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

Description of work Quantity Unit Rate In figures Amount

55 Providing and fixing hectometer as per I.R.C. type design 2.00 No. 356.50

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

56 Providing and fixing pre-cast concrete kerb stone of gray 59.00 Rmt 370.69

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.

57 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 117.00 Each 326.23

Shanks Raised Pavement Markers made of polycarbonate and

ABS moulded body and reflective panels with micro prismatic

lens capable of providing total internal reflection of the light

entering the lens face and shall support a load of

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

complying to Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The

height, width and length shall not exceed 20 mm, 130 mm and

130 mm and with minimum reflective area of 13 Sqcm on each

side and the slope to the base shall be 35 +/- 5 degree. The

strength of detachment of the integrated cylindrical shanks, (of

diameter not less than 19 +/- 2 mm and height not less than

30+/- 2 mm) from the body is to be a minimum value of

Kgf. Fixing will be by drilling holes on the road for the shanks

to go inside,without nails and using epoxy resin based

adhesive as per manufacturers recommendation and The color

of the marker should be as per the IRC 35-2015 and as

directed by Engineerin-charge.

58 Citizens information Board:Providing and fixing of typical 1.00 No 22997.70

information board as per instruction.Two MS plates of 1.6m

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

welded with MS angles pf 25 x 25 x 5mm thick M.S plate

shall be welded by two vertical M.S flates 5 mm thick to

mm x 75 mm of 12 SWG square tubes posts duly embedded in

cement concrete M-15 grage blocks of 600mm x 600mm x

750mm, below ground level.Painting new letters & figure of

any shade with ready mixed synthetic enample paint of

superior quality in required shade and colour, All sections of

framed posts and steel tube will be painted with primer and

two coats of epoxy paints as per drawing

59 Supply & fixing logo board of diamond size (600 x 600 mm) 1.00 No 4306.64

16 gauge & board plate size (900 x250 mm) 16 gauge thick M

S Plate and 2.40 meter deep length single angle 75 x 75 x

mm size including fitting and painting lettering with luminous

colour as per drawing etc.

60 Dismentaling the existing structure including removing and 13.50 Cu.m. 908.20

stacking the dismentelled materials as and where directed. (A)

R.C.C. work

61 Providing and laying of Filter media with granular 495.10 Cu.m. 782.00

materials/stone crushed aggregates satisfying the requirements

laid down in clause 2504.2.2. of MoRTH specifications to a

thickness of not less than 600 mm with smaller size towards

the soil and bigger size towards the wall and provided over the

entire surface behind abutment, wing wall and return wall to

the full height compacted to a firm condition complete as per

drawing and Technical Specification.

Total Of Schedule BOQ:

Bill of Quantity

Description of work Quantity Unit Rate In figures Amount

In Words :- Eight Crore Seventy Three Lakh Thirty Two Thousand Eight Hundred Twenty Nine Rupees and Twenty Eight Paisa 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

Net Rs. Total Rs.

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

Note 3-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

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-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

Note 6:-Above all Iteams of Schedual-B with Iteam Description,Unit,Rate & Amount have verified by me and found order.

Deputy Executive Engineer Divisional Account officer Executive Engineer

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

Padra Vadodara Vadodara

Signature of Bidder: