Construction of High Level Bridge on Mahuva-Anaval road Km 0/0 to 28/960 Dist.Surat.

Name of Work :- Construction of High Level Bridge on Mahuva-Anaval road Km 0/0 to 28/960

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr.)

Items Description of Item (with brief specification and reference to book Quantity Unit Rate Amount

No. of specifications)

1 Dismentaling the existing structure including removing and stacking 267.12 Cum 955.41

the dismentelled materials as and where directed. (A) R.C.C. work.

2 Diversion of watercourse / providing cofferdam and bund or island as 1.00 Each 187153.00

may be necessary for foundation and maintaining the same for the

period as may be necessary.

3 Marking out center line of the bridge and various other component 1.00 No. 60600.00

structure and complete lineing out and leveling with total station,

theodolite, levels, including constructing necessary pillars for lines

level and establishing necessary bench mark etc. Complete as directed.

4 Providing flood gauge marks on substructure as per design including 4.00 Rmt 167.03

painting complete.

5 Providing masonry steps with cement pointing on approaches as 198.00 Nos. 235.51

6 Filling available excavated earth / wethered rock in trenches, sides of 2401.00 Cu.m. 136.92

foundations etc. in layers not exceeding 20 cm in depth consolidating

each disposited layer by ramming and watering.

7 Excavation for foundation in hard murrum and boulders and very stiff 364.00 Cu.m. 628.03

or sticky, clays and other similar strata including shoring and strutting

and dewatering as necessary and disposing of the excavated stuff as

8 Excavation in hard rock by dry-wet blasting and chiselling including 715.00 Cu.m. 881.91

dewatering preparing foundation base by proper benching and stepping

and disposing of the excavated stuff as directed. (B) prohibited

9 Providing & filling in foundation as base course with ordinary cement 156.00 Cu.m. 3695.59

concrete of M 15 mix and providing necessary vertical pin headers

including formwork vibrating ramming & curing complete.

10 Providing and casting in-situ controlled cement concrete of M 35 For 218.00 Cu.m. 5325.73

R.C.C. work for footing including water reducing concrete admixture

@ 150ml/bag of cement necessary form work vibrating, curing and

finishing complete.

11 Providing and fixing in position of steel grade FE-550D (TMT) for 27.00 MT. 77551.63

R.C.C. Raft Including cutting hooking, tying, welding etc., complete as

per detailed drawing and specification.

12 Drilling with core cutting machine / Drilling machine plus cleaning & 62.00 Nos 1964.45

fixing, 32mm Anchor Bar using Chemical per anchor including all the

arrangements and measures for installing Anchor bar safely at site as

per details specified in the drawing.

13 Providing and casting in situ controlled cement with of M35 for 197.00 Cu.m. 5670.14

R.C.C. work in piers and abutment as per drawing including water

reducing concrete admixture @ 150ml/bag of cement, centering

shuttering scaffolding where necessary laying vibrating curing and

finishing complete. (A) Height from 0.0 M to 5.0 M

Items Description of Item (with brief specification and reference to book Quantity Unit Rate Amount

No. of specifications)

14 Providing and casting in situ controlled cement with of M35 for 33.00 Cu.m. 5992.33

R.C.C. work in piers and abutment as per drawing including water

reducing concrete admixture @ 150ml/bag of cement, centering

shuttering scaffolding where necessary laying vibrating curing and

finishing complete. (B) Height from 5.0 M to 10.0 M

15 Providing and casting in situ controlled cement concrete of M 35 Mix 47.70 Cu.m. 5757.00

for R.C.C. works in pier cap abutment cap and dirt wall including

controlled cement concrete M 40 bed block or pedestals of required

drawings, water reducing concrete admixture @ 150ml/bag of cement,

centering shuttering, scaffolding wherever necessary laying vibrating

curing and finishing complete.

16 Providing and fixing in position TMT (FE-550D) bar reinforcement 39.40 M.T. 73858.69

including cutting, bending, hooking, tying, welding etc., complete as

per detailed drawing and specification. For pier, Abutments, Aburment

cap, pier cap, sesmic arrester, Pedestal.

17 Providing and casting in situ controlled cement concrete M-35 for 122.00 Cu.m 5800.43

R.C.C. work in superstructure including including water reducing

concrete admixture @ 150ml/bag of cement centering,ramming

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

of superstructure (I) Deck slab.

18 Providing andplacing inposition FE 550DTMT bar reinforcement 20.80 M.T. 73243.02

includingcutting, bending, hooking and tying complete as per detailed

drawing. (A) Solid Slab.

19 Providing and fixing in position fully moulded restrained elastometric 120960.00 Cu.cm 0.90

Bearings as per detailed drawings.

20 Providing & Casting in situ controlled cement concrete M-400 mix 31.00 Cu.m. 6480.16

with trimix C.C. Road laid as directed including water reducing

concrete admixture @ 150ml/bag of cement, temping, vibrating,

finishing, curing and filling joint with bitumen etc. as Directed and

aprroved by engineer in charge.

21 Provision of an Reinforced cement concrete crash barrier at the edges 56.00 Rmt 1534.19

of the road, approaches to bridge structures and medians, constructed

with M-40 grade concrete with Fe-550D reinforcement with epoxy

coating 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

22 Providing PVC 100 mm. diameter water spouts including necessary 8.00 Each 159.37

iron gratings as per drawings.

23 Providing and fixing marble slab including engraving and painting 2.00 Each. 1012.65

24 Providing and casting in situ controlled cement concrete of M 35 for 43.00 Cu.m. 5601.46

approach slab including water reducing concrete admixture @ 150ml /

bag of cement, form work curing and finishing complete.

25 Providing and fixing in position FE 550D TMT bar reinforement 10.00 MT. 73243.02

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)

Items Description of Item (with brief specification and reference to book Quantity Unit Rate Amount

No. of specifications)

26 Modular Strip / Box Seal Joint (Providing and laying of a modular strip 24.00 Rmt 2057.37

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).

27 Providing & laying weep hole in Abutments, and returns by using 270.00 Each 89.62

A.C./PVC pipe of 100mm including laying in proper grade and

jointing the completed as per detailed specification.

28 Providing and laying - Fitter Media 600mm thick directed at the back 292.00 Sqm 1311.18

of abutments, returns and wing walls as per detailed specifications.

29 Providing and laying of Extruded Bioaxial Polypropylene Geogrid 40 774.00 Sqm 657.21

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.

30 Providing and laying Pitching on slopes laid over prepared filter media 66.00 Cu.m. 1051.41

including boulder apron laid dry in front of toe of embankment

complete as per drawing and Technical specifications.

31 Providing and laying Filter material underneath Pitching in slopes 33.00 Cu.m. 877.69

complete as per drawing and Technical specifications

32 Providing fusion bonded Epoxy coating not less than 175 micron 30.00 MT 10162.62

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.

33 Providing fusion bonded Epoxy coating not less than 175 micron 69.00 MT 7296.24

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.

34 Clearing and grubbing road land including uprooting rank vegetation 1.00 Ha. 28455.09

grass bushes, shrubs, saplings and trees girth upto 300mm removal of

stumps of trees cut earlier and disposal of unserviceable materials (C)

By mechanical means in area of light jungle.

35 Box cutting the road surface to proper slope and camber for making a 410.00 Cumt 109.41

base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 50Mt. lead.

36 Earthwork for embankment including breaking clods, dressing with all 3520.00 Cumt 177.91

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 with all lead.

37 Construction of 100 mm thick compacted GRANULAR SUB BASE 176.00 Cumt 1177.18

(Grade-I, Crushed B T materials of 53 mm to 9.5 mm @ 50 %, 9.5 mm

to 2.36 mm @ 20%, Below 2.36 mm @ 30 %) by providing close

graded matrial, mixing in a machanical 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

Items Description of Item (with brief specification and reference to book Quantity Unit Rate Amount

No. of specifications)

38 Construction of 100 mm thick compacted granular sub base (Grade-V, 176.00 Cumt 1098.81

Crushed B T materials of 53mm to 26.5 mm @ 35 %, 26.5 mm to

mm @ 50 %, Below 2.36 mm @ 15 %) by providing close graded

matrial, mixing in a machanical 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

39 Providing and laying 250 mm thick Wet Mix Macadam (W.M.M.) 440.00 Cumt 1127.71

(Two layers each of 125 mm) using machine crushed black trap

aggregate of 40 to 50 mm size in the material as per MORT & H

specification including premixing the material with water at OMC in

mechanical mix plant, carriage of mixed material by tippers to site,

laying in uniform layers with paver in sub base / base course on well

prepared surface and compacting with vibratory roller to achieve the

desired density.

40 Providing & Laying bituminous prime coat asphalt @ 7.5 kg / 10 sqm. 1760.00 Sqmt 61.61

of slow curing emulsion as per MOST specifications including cost of

materials labours labour equipment etc. complete.

41 Providing and laying 50 mm thick Bituminous Macadam with B.T. 194.00 MT 2701.75

aggregate as per MORTH specification and using bitumen emulsion

RS-1 as per IS 8887: for tack coat @ 2.50 KG. / 10 Sq.m. on B T

Surface with mechanical sprayer and Bulk asphalt VG-30 for mixing

@ 34.00 KG. / M.T. i.e. 3.40 % of total weight of mix 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 MORTH 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.

42 Providing and laying 25 mm thick Semi Dense Bituminous Concrete 102.00 MT 3273.41

with B.T. aggregate as per MORTH gradation asphalt grade VG-30 for

mixin @ 50Kg/MT including heating and mixing the aggreagate and

asphalt by continuous of batch mix plant(or Drum Mix plant) and hot

laid process laying with paver finisher and consolidation with roller as

per MORTH specificatin to achieve desire density, including cost all

materials, equipments, tools and plants, oil, kerosene, firewood, labour

charges etc. complete using contractor's own machineries batch mix

plant (or Drum Mix plant) and paver finisher etc. complete.

43 Providing and laying 100 mm thick specified quarry spall in side 16.00 Cumt 839.31

shoulders including carriage of materials spreading in live and level

and consolidation.

Items Description of Item (with brief specification and reference to book Quantity Unit Rate Amount

No. of specifications)

44 Road marking with hot applied thermo plastic paints with reflectorising 62.30 Sq.m 367.73

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.

45 Direction (Junction) Sign :-Providing and fixing sign boards made out 1.00 Each 26572.09

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 Micro Prismatic Grade retro refiectivesheeting of Type-11 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.)

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 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 sheeting.

Items Description of Item (with brief specification and reference to book Quantity Unit Rate Amount

No. of specifications)

46 Cautionary Warning Sign :-Providing and fixing sign boards made out 3.00 Each 5077.27

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 sheeting.

47 Facility Informatory Sign :-Providing and fixing sign boards made out 2.00 Each 5906.48

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 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

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 sheeting.

Items Description of Item (with brief specification and reference to book Quantity Unit Rate Amount

No. of specifications)

48 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.00 Each 3666.30

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

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 sheeting.

49 Regulatory / Mandatory Sign :-Providing and fixing sign boards made 2.00 No 4618.73

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

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 sheeting.

Items Description of Item (with brief specification and reference to book Quantity Unit Rate Amount

No. of specifications)

50 Chevron sign :-Providing and fixing sign boards made out of 1.5mm 5.00 No 4681.35

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

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 sheeting.

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

painting lettering etc. complete fixing in C.C. 1:5:10.

52 Providing and erecting a 'W' metal double beam crash barrier 68.00 Rmt 8172.92

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

x 75 x 5 mm, 330 mm long complete as per clause

53 Cat Eye/ Road Stud / RPM: Supplying Raised Pavement Markers made 60.00 Each 217.41

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 4280 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.

54 Excavation for foundation upto all depth including sorting out and 156.00 Cumt 260.57

stacking of useful materials and disposing of the excavated stuff upto

all lead (A) Dense and Hard soil.

55 Providing and filling in foundation with ordinary cement concrete M- 16.00 Cumt 3325.30

100 mix and providing necessary vertical pin headers including form

work, vibrating, ramming and curing complete. (More than 10 ton)

Items Description of Item (with brief specification and reference to book Quantity Unit Rate Amount

No. of specifications)

56 providing and filling in foundation with ordinary cement concrete M- 247.00 Cumt 5800.43

150 mix and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating curing and finishing complete without V-

Grooves. (A) Height from 0.00 to 5.00 mt. (Up To than 10 ton)

57 Providing and placing in position FE 500D bar reinforcement for 1.50 MT 73858.69

following items including cutting bending hooking and tying complete

as per detailed drawing for the following (A) Piers (B) Abutments (C)

R.C.C. Returns.

(Rupees Two Crore Five lakh Sixty-five Thousand One Hundred Seventy-four and Eighty-four Paise 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.

* Estimated Amount * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

In Words …………………………………… In Words………………………………

* (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.

5 The amount of dismentalled credit materials at `.1,79,172.00 (Rupees One lakh Seventy Nine Thousand One

Hundred Seventy Two Only) shall be deducted from first R.A. Bill.

Signature of Bidder Deputy Executive Engineer

Bardoli (R & B) Sub Division,

Executive Engineer

Surat (R&B) Division No.2,