CONSTRUCTION OF KERA VILLAGE TO LEASE ROAD TA.BHUJ

NAME OF WORK:- CONSTRUCTION OF KERA VILLAGE TO LEASE ROAD TA.BHUJ

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, 0.480 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 Box cutting the road surface to proper slope and camber for making a 1363.000 Cmt. 109.24

base for road work including removing the excavated stuff and

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

3 Earthwork in cutting including preparing the slope and camber 378.000 Cmt. 260.57

andstacking or utilising the cutting stuff in bank as directed upto

Meters from the end of cutting with all lead and lift.(ii) Hard Murrum

4 Earth work for embankment with selected soil C.B.R.not less than 6.0 4390.000 Cmt. 163.69

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

and consolidation) From borrow area with all lead & lift

5 Rolling & watering and consolidation earthwork using vibratory road 6131.000 Cmt. 22.96

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

6 Construction of granular sub base by providing well graded crushed 604.000 Cmt. 624.5

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

mm 20% and sand 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

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

7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm size 436.000 Cmt. 1039.34

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.

8 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm size 964.000 Cmt. 949.54

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

9 Supplying,stacking and spreading quarry spall with all lead and lift and 169.000 Cmt. 365.37

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)

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

specifications) Figures

10 Providing and laying bituminous grout base course 37.50 mm 285.000 M.T. 2259.39

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.

11 Providing and laying 50 mm thick compacted B.M. using stone chips 418.000 M.T. 2776.81

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.

12 Providing and laying 25 mm thick semi dense Bituminous Concrete 219.000 M.T. 3390.17

using B.T. Chips as per required gradation by drum mix hot laid process

using asphalt of grade (VG-30) for mixing 5 % by total weight of premix

including heating the asphalt and aggregates by Contractor's own

contineous drum mix plant & Machinery, transporting the mix and

spreading the same with paver finisher and consolidation with power

roller of 8 to 10 T including oprating plant & Machinery equipment

including cost of all materials asphalt, aggregates, fuel, oil, lubricants,

labour charges and flushing of stone dust etc... complete.

13 Excavation for foundation upto 1.5 m depth including sorting out 601.000 Cmt 253.88

and stacking of useful materials and disposing off the excavated

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

14 Providing and filling in foundation with ordinary cement concret M100 417.500 Cmt 3327.08

mix and providing necessary vetical pin headers including formwork

vibrating ramming and curing complete.

15 Providing and filling in foundation with ordinary cement concret M150 277.400 Cmt 3697.13

mix and providing necessary vetical pin headers including formwork

vibrating ramming and curing complete.

16 Providing and casting in situ ordinary cement concret M150 mix and 223.300 Cmt 3903.13

providing necessary pin headers including shuttering, scaffolding,

laying, vibrating, curing and finiching complete without V-grooves

(Height from 0.0 M to 5.0 M

17 Providing and casting in situ controlled cement concrete M-200 for 87.000 Cmt 5160.23

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

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

Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return

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

specifications) Figures

18 Proving and laying cement concrete Grade M20 C.C.1:1.5:3(1 726.800 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.

19 Providing and casting in situ controlled cement concrete M-300 for 36.200 Cmt 4817.31

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

vibrating ranning and curing complete.

20 Providing and casting in situ controlled cement concrete M-300 for RCC 32.200 Cmt 5424.55

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.

21 Providing and casting in situ. controlled cement concrete M300 for RCC 27.400 Cmt 5555.3

solid slab including centering , scaffolding curing and finishing

22 Providing and casting in situ controlled cement concrete concrete M- 21.900 Cmt 5355.92

300 for approach slab cluding formwork curing and finishing complete.

23 Providing and casting in situ controlled cement concrete 11.100 Cmt 5230.91

concrete M-400 for Kerb/Crash Barrier including formwork curing

and finishing complete.

24 Providing and casting in situ controlled cement concrete M-400 for 11.700 Cmt 5656.34

average 100 mm thick wearing coat laid as directed dincluding

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

25 Providing and placing in position FE 550D TMT bar reinforcement 10.990 M.T. 84021.31

including providing fusuin bonded Epoxy coating not less than

micron to reinforcement bars as per IS-13620 1993/ASTM-775 M

including testing of coating at palnt and all taxes and transporting to

the site from factory,cutting,bending,hooking and tying complete as

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

(C) R.C.C. returns (D) Solid Slab (E) Abutmant caps(F) Kerb,Wearing

26 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 10682.000 Kg. 77.29

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

27 Supplying and fixing reinforced concrete heavy duty non pressure pipes 37.500 Rmt. 3469.26

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)

28 Providing and laying rubble for appron (each stone weighting not less 34.700 Cmt. 1083.81

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

29 Providing and Laying filter media 600 mm thick as directed at the back 91.000 Smt. 1239.35

of abutments returns and wing walls as per detailed specifications.

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

specifications) Figures

30 Providing and filling sand between abutments and between returns in 121.000 Cmt. 504.42

layers as directed.

31 Providing & laying weep hole in Aburtments, and returns by using PVC 184.000 No. 151.08

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

jointing the completed as per detailed specification.

32 Providing P.V.C. 100mm diamenter water spouts including necessary 4.000 No. 159.37

iron gratings as per drawing.

33 Supplying promoulded bituminious joint filler (II) 20mm thik 13.200 Smt. 760.86

34 Providing the diversion by proper means e.i. In proper grade, camber 103.000 Rmt. 833.52

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.

35 Providing and fixing ordinary kilometer stone of pre-cast c.c. 1:2:4 2.000 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.

36 Providing and fixing hectometer as per I.R.C. type design including 5.000 No. 356.50

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

37 Providing fixing indicator stone of approved stone as per I.R.C. type 41.000 No. 343.27

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

38 MMGSY"LOGO"Board: Providing and fixing of MMGSY LOGO 1.000 No. 6256.35

informatory sign board with Logo as per section 1700 of MORD

specifications and drawing.The board will be a composite unit

consisting of Two Plates of ACM (Aluminum Composite Material),

specifications as per clause 17001.3. The top most plate will be of 3mm

ACP in diamond shape of 600x600 mm size, riveted with MS angle iron

frame of 25mmx25mmx5mm size on back on edges. The Lower plate

will be of 4mm ACPof 1100x300mm size riveted with MS angle iron

frame of 25mmx25mmx5mm size on back on edges.Riveting of all the

sheets over angle and flat iron frame will be done neatly to have plain

surface on one side. The angle iron frame of Both the plates will be

welded to a 75mmx75mmx6mm Mild steel post at Centre and this post

will be embeded in cement concrete M15 grade block of

450x450x600mm below ground level. The height of the bottom of the

lower plate will be 1200mm from normal ground level. The spacing

between the diamond shaped plate and Lower Plate is kept

150mm.MMGSY Logo, letters and numerals on the ACM should be

made up of Retro Reflectivesheeting of Type-1 AEGP Class-A grade as

per the latest MORD section 1700 and IRC67-2012 specifications. All

the section of the frame and posts shall be painted with primer and two

coats of epoxy paint. The design,painting and lettering shall be done as

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

specifications) Figures

39 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).

40 Cautionary Warning Sign :-Providing and fixing sign boards made out 6.000 No. 3906.19

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

41 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

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

42 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

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.

43 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).

44 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

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.

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

specifications) Figures

45 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

46 Road marking with hot applied thermoplastic paints with reflectorising 422.000 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.1,63,64,372.95 Estimated amount put to tender Rs.1,63,64,372.95

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