CONSTRUCTION OF BERACHIYA DAM APPROCH ROAD TA.ABADASA(fourteen attempt)

NAME OF WORK:-CONSTRUCTION OF BERACHIYA DAM APPROCH ROAD TA.ABADASA

BILLOF QUANTITIES

(A) Percentage Rate Tender (Upto INR 50 Cr)

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

1 Clearing and Grubbing road land including uprooting rank, vegetation, 1.860 Hect. 28455.09

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

stumps of trees cut earlier and disposal of unseviceable materials and

stacking of serviceable materials to be use (A) By mechanical means in

area of light jungle

2 Earth work for embankment with selected soil C.B.R.not less than 6.0 5992.000 Cmt. 163.69

including breaking clods, dressing, with all, lead and lift (excl. watering

and consolidation) From borrow area with all lead & lift

3 Rolling & watering and consolidation earthwork using vibratory road 5992.000 Cmt. 22.96

roller 8 - 10 tonne capacity (A) Earth work (layer not exceeding 200mm

4 Construction of granular sub base by providing well graded crushed 2098.000 Cmt. 969.88

stone material(M.C.Metal 53 to 9.5 mm size 50%,M.C. metal 9.5 to

mm 20% and stone dust below 2.36mm size 30%) spreading in uniform

layes with motor grader on prepared surface,mixing by mix in place

method with rotovator at O.M.C. and compacting with three wheeler

roller 8 T to 10 T to achieve the desired density complete as per

technical specification Close graded Granular sub-base Material as per

clause 401 for grading -I well graded sub base material.(150mm thick

compacted thickness)

5 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm size 1258.000 Cmt. 1501.70

including 0.27 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler

including spreading, watering & consolidation by vibratory roller 80KN

to 100KN static weight. 100 mm thick compacted.

6 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm size 1742.000 Cmt. 1371.02

including 0.12 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler

including spreading, watering & consolidation by vibratory roller 80KN

to 100KN static weight. 75 mm thick compacted

7 Supplying,stacking and spreading quarry spall with all lead and lift and 277.000 Cmt. 637.88

including watering and rolling and consolidation of sub grade in layers at

OMC to required dry density including filling depression which occurs

during the process using vibratory roller of 80 KN to 100KN (selected

quarry spall having CBR value not less than 30.0)

8 Providing and laying bituminous grout base course 37.50 mm 866.000 M.T. 2353.79

compacted thi. using B.T. stone aggregates as per required gradation

with the Bitumen V.G.-30 for tack coat 2.5 Kg/10 Smt on B.T.Surface

and 4.0 Kg/10 Smt on W.B.M.Surfcae and asphalt V.G.-30 grade for

mixing @ 1.99 % i.e. 19.90 kg./ MT by weight of mix incl. heating and

mixing in drum mix plant transporting the mix , spreading the same by

pavers finisher and consolidation as per MORTH specification incl. cost

of all materials fuels, labors, tools and plant etc. using contractors own

drum mix plant etc. comp. etc. comp.

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

9 Providing and laying 37.5 mm thick compacted B.M. using stone chips 952.000 M.T. 2858.02

0.66 Cum / 1 M.Ton mix as per gradation and tack coat with Bitumen

V.G.-30 grade @ 2.50 kg. / 10 Smt. on B.T. surface and asphalt grade VG-

30 for mixing @ 34 kg/M.Ton (I.e. 3.40% of mix) including heating the

and aggregate by contineous batching drum mix plant, transporting and

mixed matrrial and spreading the same by paver finisher and

consolidation by vibratory roller of 80 KN to 100 Kn static weight

including the cost of labour oil, lubricants etc. using contractors own

machineries and plant.

10 Provindig and laying bituminous sealcoat with stone chips 6 to 10mm 420.000 M.T. 3222.87

size 0.24 cmt /10 smt. i.e. using 0.66 cmt agg.per M.T. mix using asphalt

V.G.-30 @ of 4.50 % of mix inc. heating the asphalt and agg. By

continous batching hot mix plant and paver finisher and consolidating by

vibratory roller incl. providing equipments, tools, plants, firewood ,oil,

kerosene, labour charges etc, comp, using the contractor's own

11 Demolition of brickwork and stone masonary including stacking of 30.000 Cmt. 562.89

serviceble materials and and disposal of unserviceable materials with all

lead and lift.(i) Cement mortar.

12 Excavation for foundation upto 1.5 m depth including sorting out and 67.000 Cmt 253.88

stacking of useful materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard Soil(

13 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 85.000 Cmt 511.11

including shoring, strutting dewatering as necessary and disposing of the

excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m

14 Providing & Laying cement concrete 1:4:8 (1-Cement 4-Coarse sand 8- 26.600 Cmt 2968.27

machine crushed stone aggregates 40mm nominal size) and curing

complete in foundation and plinth.

15 Providing and filling in foundation with ordinary cement concret M100 39.200 Cmt 3327.08

mix and providing necessary vetical pin headers including formwork

vibrating ramming and curing complete.

16 Providing and filling in foundation with ordinary cement concret M150 117.500 Cmt 3697.13

mix and providing necessary vetical pin headers including formwork

vibrating ramming and curing complete.

17 Proving and laying cement concrete Grade M20 C.C.1:1.5:3(1 22.000 Cmt 5189.34

Cement:1.5 Coarse Sand:3 stone agg 20mm nominal size) for CC road

and curring etc. comp. incl. cost of form work. Finishing the cement

concrete road by Tri-mix process inclusive of labour charges for trimix

vacume dewatering process on cement conc. road by using vacume

dewatering pump, surface floater, including chanelling and making

grooves & rough finish to surface, providing expansion join, construction

joint incl. filling the joint with asphalt filler as per direction by engineer

in charge as per specification.

18 Providing and casting in situ controlled cement concrete M-250 for 14.600 Cmt 4658.72

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

vibrating ranning and curing complete.

19 Providing and casting in situ controlled cement concrete M-250 for RCC 12.400 Cmt 5265.96

work in piers abutment and RCC return as per drawing including

centering shuttering scaffolding where necessary laying vibrating curing

and finishing complete. (A) Height from 0.0m to 5.00 mt.

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

20 Providing and casting in situ. controlled cement concrete M300 for RCC 7.400 Cmt 5555.30

solid slab including centering , scaffolding curing and finishing

21 Providing and casting in situ controlled cement concrete concrete M-300 17.000 Cmt 5355.92

for approach slab cluding formwork curing and finishing complete.

22 Providing and casting in situ controlled cement concrete M-400 for 6.600 Cmt 5230.91

Kerb/ kerb blocks & Parapet including formwork curing and finishing,

23 Providing and casting in situ controlled cement concrete M-400 for 7.000 Cmt 5656.34

average 100 mm thick wearing coat laid as directed dincluding

tamping, vibrating, finishing, curing and fillingin joints with bitumen

24 Providing and placing in position FE 550D TMT bar reinforcement 5.050 M.T. 73243.02

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

drawing.(A) Solid Slab. ,App.Slab ,Kerb,Wearing Coat etc.

25 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 713.200 Kg. 77.29

bending, binding and placing in position complete upto floor two level

26 Supplying and fixing reinforced concrete heavy duty non pressure pipes 37.500 Rmt. 3529.86

with collars for culverts carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M. 1:2 watering and laying

(to level or slopes) of class NP3 of following internal daimeters.(v)

27 Providing and laying rubble for appron (each stone weighting not less 13.200 Cmt. 1083.81

than 40Kg.) including and packing and filing in the interestices with

28 Providing and Laying filter media 600 mm thick as directed at the back of 45.000 Cmt. 1239.35

abutments returns and wing walls as per detailed specifications.

29 Providing and filling sand between abutments and between returns in 54.000 Cmt. 504.42

layers as directed.

30 Providing & laying weep hole in Aburtments, and returns by using PVC 6 30.000 No. 151.08

Kg/Sqcm pipe of 110mm dia including laying in proper grede and

jointing the completed as per detailed specification.

31 Providing P.V.C. 100mm diamenter water spouts including necessary 2.000 No. 159.37

iron gratings as per drawing.

32 Supplying promoulded bituminious joint filler (II) 20mm thik 8.300 Smt. 760.86

33 Providing the diversion by proper means e.i. In proper grade, camber 53.000 Rmt. 1209.58

and approach etc. for easy passing of trafic incl. Providing neccesary sign

board, making etc.and maintaining the same during the period of work

up to complition of work.

34 Providing and fixing ordinary kilometer stone of pre-cast c.c. 1:2:4 4.000 No. 704.33

including necessary reinfor- cement as per I.R.C. type design fixing in

C.C. 1:4:8 including letter and paints etc. complete.

35 Providing and fixing hectometer as per I.R.C. type design including 12.000 No. 356.50

painting,lettering etc. complete. (ii) Fixing in C.C. 1:5:10

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

36 Providing fixing indicator stone of approved stone as per I.R.C. type 108.000 No. 343.27

design in c.c. 1:4:8 including white washing etc. complete. (ii) Fixing in

37 Facility Informatory Sign :-Providing and fixing sign boards with made 1.000 No. 3990.64

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

size 80 x 60 cms. rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ; reflectorised with

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted

with bestquality epoxy coatings in black and white bends. The details of

symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

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

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

38 Citizen Information Board:-Providing and fixing sing boards made out of 1.000 No. 10926.57

2mm aluminium sheet; size 180 x 120cms. rectangle as as per the

design of IRC-67-1977 pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with retro refiective sheeting as per

latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-

30-1968, 3.1m long (2 nos) stand post and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm 75x75x6mm as required;

painted with best quality 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 block of size 45 x 45 x 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)

39 Cautionary Warning Sign :-Providing and fixing sign boards made out of 8.000 No. 3906.19

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 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

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

40 Give Way Sign :-Providing and fixing sign boards made out of 2mm 1.000 No. 3906.19

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

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

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

41 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 6.000 No. 3518.69

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

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

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

42 Direction sign (Junction board):-Providing and fixing sing boards made 1.000 No. 14831.71

out of 2mm aluminium sheet; size 244 x 122cms. rectangle as as per the

design of IRC-67-1977 pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with retro refiective sheeting as per

latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-

30-1968, 3.1m long (2 nos) stand post and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm 75x75x6mm as required;

painted with best quality 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 block of size 45 x 45 x 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

43 STOP Sign :-Providing and fixing sign boards made out of 2mm 1.000 No. 6704.36

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 cms.

Octagonal 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

44 Village name Sign :-Providing and fixing sign boards made out of 2mm 2.000 No. 6397.43

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90x60

cms. rectangular as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ; reflectorised with

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.3mtr 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 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.

(B) Class-B Type-4 Retro Reflective sheeting

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

45 Road marking with hot applied thermoplastic paints with reflectorising 938.000 Smt. 367.72

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250gms 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 streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white color marking should

provide liminance coefficinet on cemend road shalll be min

mcd/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

resistance as mentioned in the section-15 of IRC 35-2015. Warranty for

the Retro reflectivity should be two years.

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 Rs.1,61,72,568.34 Estimated amount put to tender Rs.1,61,72,568.34

Deduct …………………..% below Add …………………..% Above

1 The Contractor shall exhibition board with detailed specification and details of work as directed by the Engineer – In –

Charge for which no extra payment shall bemade.

2 The labourcess 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 the reisa 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.

Executive Engineer

R & B Panchayat Division

Signature of the Contractor. Bhuj - Kachchh