Construction of Minor bridge on Bardoli-Mahuva road near Tarsadi Ch. Km 4/140 to 4/180, Dist.Surat. (Structure Ch. 4/300)

Name of Work :- Construction of Minor bridge on Bardoli-Mahuva road near Tarsadi Ch. Km 4/140 to

4/180, Dist.Surat. (Structure Ch. 4/300)

BILL OF QUANTITIES

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

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

No. specifications) figure

1 Excavation for foundation upto 1.5m depth including sorting out and 1360.00 Cumt 257.23

stacking of useful materials and disposing of the excavated stuff upto all

lead (A) Dense or hard soil.

2 Providing and laying rubbles for Apron (Each stone weighing not less than 278.00 Cumt 1083.81

40kg) including and packing and filling in the interstices with quarry spall.

3 providing and filling in foundation with ordinary cement concrete M-150 268.00 Cumt 3695.35

mix and providing necessary vertical pinheaders including form work,

vibrating, ramming and curing complete.

4 Providing and casting in situ controlled Cumcement concrete M - 350 for 296.00 Cumt 4900.98

R.C.C. raft and cut-off walls including necessary shuttering, laying,

vibrating, ramming and curing complete.

5 Providing and casting in situ controlled cement concrete M - 350 for 703.00 Cumt 5508.21

R.C.C.return as per drawing including centering, shuttering, scaffolding

where necessary laying, vibrating, curing and finishing complete (A)

Height from 0.00 to 5.0 Mt (1) Piers (2) Abutments (3) R.C.C. Return.

6 Providing and casting in situ controlled cement concrete M - 350 for R.C.C. 293.00 Cumt 5638.57

solid slab including centering, scaffolding curing and finishing complete.

7 Providing and casting in situ ordinary cement concrete M-200 mix and 64.00 Cumt 4271.40

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-Grooves. (A) Height

from 0.0mt to 5.0 mt. (Up to 10 Ton).

8 Providing and casting in situ controlledcement concrete M-400 for average 31.00 Cumt 5660.71

100mm thick wearing coat laid asdirected including tamping, vibrating,

curing and finishing, curing and fillingjoints with bitumen complete. (Up

9 Providing and laying in position FE 550D TMT bar reinforcement 125.00 MT 77857.88

including cutting, bending, hooking and tying complete as per detailed

drawings for the following. (A) Piers (B) Abutments (C) R.C.C. Returns.

10 Provision of an Reinforced cement concrete crash barrier at the edges of the 101.00 Rmt 10056.57

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 attached.

11 Providing and laying filter media 600mm thick as directed at the back of 418.00 Sqm 1311.18

abutment return & wing wall as per detailed specification.

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

No. specifications) figure

12 Providing and laying weep holes in abutments, and returns by using A.C. 557.00 Nos 89.20

Pipe of 100mm including laying in proper grade and jointing the complete

as per detailed specification.

13 Providing Pre-moulded asphalt filler joints as per drawings. (A) 12mm 7.00 Sqmt 703.53

14 Providing and laying Pitching on slopes laid over prepared filter media 590.00 Cum 1051.41

including boulder apron laid dry in front of toe of embankment complete as

per drawing and Technical specifications.

15 Providing fusion bonded Epoxy coating not less than 175 micron thickness 50.00 Cum 10162.62

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

16 Providing fusion bonded Epoxy coating not less than 175 micron thickness 77.00 Cum 7296.24

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

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

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.

18 Box cutting the road surface to proper slope and camber for making a base 1652.00 Cumt 109.41

for road work including removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt. lead.

19 Filling available excavated earth (excluding rock) in trenches plinth, sides 1020.00 Cumt 136.92

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

each disposited layer by ramming and watering. (Soil CBR>8%)

20 Earthwork for embankment including breaking clods, dressing with all lead 3303.00 Cumt 177.91

and lift and including watering rolling and consolidation of subgrade in

layers at O.M.C. to required dry density including filling the depression

which occur during the process using power roller 8T to 10T. (E) From

Borrow area within 3.0KM. lead.

21 Construction of 200 mm thick compacted granular sub base (Grade-V, 331.00 Cumt 1356.27

Crushed B T materials of 53mm to 26.5 mm @ 35 %, 26.5 mm to 4.75 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

22 Construction of compacted coarsed granular subbase 200 mm thick (Grade- 331.00 Cumt 1391.43

III crushed B.T materials of 9.5 mm to 4.75 mm @ 35 %, 4.75 mm to

mm @ 12.5 %, Below 2.36 mm @ 52.5 %) 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

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

No. specifications) figure

23 Providing and laying 250 mm thick Wet Mix Macadam (W.M.M.) (Two 408.00 Cumt 1629.15

layers each of 125 mm) using machine crushed black trap aggregate of

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.

24 Providing & Laying bituminous prime coat asphalt @ 7.5 kg / 10 sqm. of 1632.00 Sqmt 42.42

slow curing emulsion as per MOST specifications including cost of

materials labours labour equipment etc. complete.

25 Providing and laying 50 mm thick Bituminous Macadam with B.T. 177.40 MT 2868.40

aggregate as per M.O.R.T. & H. specification and using emulsion RS-1 as

per IS 8887: for tack coat @ 2.50 KG. / 10 Sq.m. 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 M.O.R.T. & H

specification to achieve desired density, including providing all materials

equipments, tools and plants, fire wood, oil, kerosene, labour charges etc.

complete using contractor's own machinery drum mix plant and paver

finisher etc. complete.

26 Providing and laying 50.00 mm thick Dense Bituminous macadam 186.00 MT 3305.95

(D.B.M) in Single Layers with B.T. aggregate as per M.O.R.T. & H.

specification and Bulk asphalt VG-30 for mixing @ 45.00 KG. / M.T. i.e.

4.5 % of total weight of mix of asphalt weight including heating and mixing

the aggregate and asphalt in continuous of drum mix plant and hot laid

process spreading the same by paver finisher and consolidation with roller

as per M.O.R.T. & H specification to achieve desired density, including

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

kerosene, labour charges etc. complete using contractor's own machinery

drum mix plant and paver finisher etc. complete.

27 Providing and laying 30 mm thick Bituminous Concrete with B.T. 112.00 MT 3749.93

aggregate as per M.O.R.T. & H. and using emulsion RS-1 as per IS 8887:

for tack coat @ 2.50 KG. / 10 Sq.m. with mechanical sprayer and asphalt

Grade: VG-30 for mixing @ 55.00 KG. / M.T. i.e. 5.5% by weight of total

mix including heating and mixing the aggregate and asphalt by continuous

of drum mix plant and hot laid process laying with paver finisher and

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

achieve desire density, including cost 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.

28 Providing and laying 150 mm thick specified quarry spall in side shoulders 39.00 Cumt 830.22

including carriage of materials spreading in live and level and

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

No. specifications) figure

29 Road marking with hot applied thermo plastic paints with reflectorising 53.70 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.

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

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.

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

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.

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

No. specifications) figure

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

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 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.

33 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 2.00 Each 3666.30

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 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 of Quantity Unit Rate in Amount

No. specifications) figure

34 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out 2.00 Nos. 4618.73

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 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.

35 Chevron sign :-Providing and fixing sign boards made out of 1.5mm 5.00 Nos. 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 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 sheeting.

36 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.

37 Providing and erecting a 'W' metal double beam crash barrier comprising of 258.00 Rmt 6770.03

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

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

No. specifications) figure

38 Cat Eye/ Road Stud / RPM: Supplying Raised Pavement Markers made of 54.00 Each 217.41

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.

39 Excavation for foundation in hard murrum and boulders and very stiff or 299.00 Cumt 628.03

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

dewatering as necessary and disposing of the excavated stuff as directed.

40 Providing and fixing pre-cast concrete kerb stone of gray cement based 56.00 Rmt 395.86

concrete block 30cm length,30cm height and 15cm thick of M25 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:3 fine sand)

41 providing and filling in foundation with ordinary cement concrete M-100 10.00 Cumt 3325.30

mix and providing necessary vertical pin headers including form work,

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

42 Providing and filling in foundation with ordinary cement concrete M-150 142.00 Cumt 3901.36

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)

43 Providing and placing in position FE 500D bar reinforcement for following 1.00 MT 73858.69

items including cutting bending hooking and tying complete as per detailed

drawing for the following (A) Piers (B) Abutments (C) R.C.C. Returns.

44 Demolition including stacking of serviceable materials and disposal of 374.00 Cumt 1110.75

unserviceable materials with all lead and lift. (i) R.C.C. work.

(Rupees Two Crore Ninety-four lakh Twenty Thousand Nine Hundred Twenty-two and Forty-eight 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).

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

No. specifications) figure

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 `.3,30,555.00 (Rupees Three lakh Thirty Thousand Five Hundred Fifty-

five 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,