Construction of Box Type MNB on Mandvi-Sherulla road Km 3/90 Dist.Surat.

Name of work :- Construction of Box Type MNB on Mandvi-Sherulla road Km 3/900

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 Amount

No. specifications)

1 Excavation for foundation upto 1.5m depth including sorting out and 1540.00 Cumt 258.69

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 470.00 Cumt 1083.81

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

3 Providing and filling in foundation with ordinary cement concrete M-150 191.00 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 365.00 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 533.00 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 364.00 Cumt 5638.57

R.C.C. solid slab including centering, scaffolding curing and finishing

7 Providing and casting in situ ordinary cement concrete M-200 mix and 142.00 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 39.00 Cumt 5660.71

average 100mm thick wearing coat laid asdirected including tamping,

vibrating, curing and finishing, curing and fillingjoints with bitumen

complete. (Up to10 Ton).

9 Providing and laying in position FE 550D TMT bar reinforcement 113.00 MT 78362.28

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 101.00 Rmt 7465.92

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

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 fitter media 600mm thick as directed at the back of 348.00 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 Amount

No. specifications)

12 Providing and laying weep holes in abutments and returns by using A.C. 432.00 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. 8.00 Sqmt 703.53

14 Providing and laying Pitching on slopes laid over prepared filter media 1170.00 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 45.20 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.

16 Providing fusion bonded Epoxy coating not less than 175 micron 68.00 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.

17 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.

18 Box cutting the road surface to proper slope and camber for making a 250.00 Cumt 109.41

base for road work including removing the excavated stuff and depositing

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

19 Filling available excavated earth (excluding rock) in trenches plinth, sides 169.00 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 1976.00 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 within 3.0KM. lead.

21 Construction of 200 mm thick compacted granular sub base (Grade-V, 327.00 Cumt 1086.46

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

22 Construction of compacted coarsed granular subbase 200 mm thick 343.00 Cumt 1126.39

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

mm to 2.36 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 Amount

No. specifications)

23 Providing and laying 250 mm thick Wet Mix Macadam (W.M.M.) (Two 209.00 Cumt 1350.13

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 1585.00 Sqmt 54.54

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. 90.80 MT 3529.95

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 95.00 MT 4156.47

(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. 57.00 Cumt 4820.21

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. complete.

28 Providing and laying 150 mm thick specified quarry spall in side 20.00 Cumt 589.84

shoulders 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 Amount

No. specifications)

29 Road marking with hot applied thermo plastic paints with reflectorising 28.00 Sqm 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 Cautionary Warning Sign :-Providing and fixing sign boards made out of 4.00 Nos. 5077.27

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

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

31 Facility Informatory Sign :-Providing and fixing sign boards made out of 4.00 Nos. 5906.48

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

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.

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

No. specifications)

32 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 10.00 Nos. 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

33 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out 4.00 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.

34 Cat Eye/ Road Stud / RPM: Supplying Raised Pavement Markers made of 21.00 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

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

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.

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

No. specifications)

35 Providing and filling in foundation with ordinary cement concrete M-100 6.00 Cumt 3325.30

mix and providing necessary vertical pin headers including form work,

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

36 Providing and filling in foundation with ordinary cement concrete M-150 90.00 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)

37 Providing and placing in position FE 500D bar reinforcement for 0.60 MT 73858.68

following items including cutting bending hooking and tying complete as

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

38 Demolition including stacking of serviceable materials and disposal of 335.00 Cumt 1110.75

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

39 Excavation for foundation in hard murrum and boulders and very stiff or 90.00 Cu.M 628.02

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 laying 20mm thick Mix seal surfacing using B.T. aggregate 35.00 MT 4884.65

as per MORTH specification and using bitumen emulsion RS-1 as per IS

8887: for tack coat @2.5 kg / 10sq.m with mechanical sprayer and bulk

asphalt VG-30 for mixing @50.9 KG/MT i.e. 5.09% 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.

41 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 45.00 Rmt 5516.62

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 NP3 of

following internal diameter. 1200 mm dia.

42 Sand bag for protection of slope including Material & Labour. 433.00 Nos. 15.15

(Rupees Two Crore Fifty-four Lakh Thirty-nine Thousand Five Hundred Fifty-three and Forty-three 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. Amount of my /our tender works out as under.

* Estimated Amount * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

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

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

No. specifications)

* (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 `.11,41,637.80 (Rupees Eleven lakh Forty One Thousand Six Hundred

Thirty Seven and Eighty Paise Only.) shall be deducted from first R.A. Bill.

6 The Contractor will have to submit the mix design for different grades of Cement Concrete & Asphalt at his own cost before

execution as directed and to be approved from the engineer in charge.

Deputy Executive Engineer

Mandvi (R&B) Sub. Division,

Executive Engineer

Surat (R&B) Division No.2,