REPAIRS TO ROAD OF BHUJ TALUKA PART-1 C.R. 2026 - 27. TAL, BHUJ.

NAME OF WORK: REPAIRS TO ROAD OF BHUJ TALUKA PART-1 C.R. 2026 - 27. TAL, 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 Providing and laying bituminous grout base course 37.50 mm 10.00 M.T. 3100.60

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

with the asphalt V.G.-30 grade for tack coat 2.50Kg/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. (R.A.1)

2 Providing and laying 25 mm thick semi dense bituminous carpet in 50.00 M.T. 5706.27

single course on existing B. T. surface with drum mix plan using

crushed stone agg of specified grading and stone dust as filler, including

using asphalt VG-30 for tack coat @ 5.0 kg/10 Sq.mt and for mixing by

weight of total mix @ 5.00 % (i.e. 50.00 Kg/Mt) 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. including flushing stone dust @ 0.03 cmt/10

3 Providing and laying 25 mm thick semi dense bituminous carpet in 50.00 M.T. 4696.87

single course on existing B. T. surface with drum mix plan using

crushed stone agg of specified grading and stone dust as filler, including

using asphalt VG-30 for mixing by weight of total mix @ 5.00 % (i.e.

50.00 Kg/Mt) incl. heating and mixing in drum mix plant transporting

the mix , spreading the same by manually as per MORTH specification

incl. cost of all materials fuels, labors, tools and plant etc. using

contractors own drum mix plant etc. comp. including flushing stone

dust @ 0.03 cmt/10 Sq,mt. (R.A.3)

4 Providing and laying 37.50 mm thick compacted B.M. using stone chips 50.00 M.T. 3932.25

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. ( R.A. 6)

5 Providing and Laying 20 mm thick mix seal surface using stone chips as 20.00 M.T. 4991.31

per gradation on prepared surface with spesified grade crushed stone

agg. as per MORTH & H specification and asphalt grade V.G.-30 for

mixing at rate of 5.10 % by weight of mix and including heating the

asphalt and aggregate by drum mix plant and spreading the same by

paver finisher and consolidating by vibratory roller to achive the desired

density incl. providing tools, plant,oil, kerosene, lubricating etc. comp.

using contractors own machinery, drum mix plant and paver finisher

etc. complete. (R.A. 5)

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

specifications) Figures

6 Provindig and laying bituminous sealcoat with stone chips 6 to 10mm 20.00 M.T. 4523.71

size 0.18 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 machinary, [ R. A.6 ]

7 Providing and laying, spreading and compacting 100m thick graded 30.00 Cmt. 1552.82

stone aggregate to Wet Mix Macadam specification including premixing

the material with water at OMC in mechanical mix plant carraige of

mixed material by tipper tp site, laying in uniform layers with

mechanical means in sub-base /base course on well prepared surface

and compacting with vibratory roller to achieve the desired density. (RA-

8 Supplying of graded stone aggregate of following size (Hand broken 20.00 Cmt. 903.41

stone aggregates 25 mm to 90 mm size) including Spreading the stone

aggregates for soling and W.B.M. including filling the interstices

forming the surface to required chamber & gradient. (R.A.8)

9 Supplying of graded stone aggregate of following size (Machine crushed 20.00 Cmt. 1084.76

stone aggregates 45 mm to 63 mm size) including Spreading the stone

aggregates for soling and W.B.M. including filling the interstices

forming the surface to required chamber & gradient. (R.A.6)

10 Supplying of graded stone aggregate of following size (Machine crushed 20.00 Cmt. 1058.87

stone aggregates 45 mm to 90 mm size) including Spreading the stone

aggregates for soling and W.B.M. including filling the interstices

forming the surface to required chamber & gradient. (R.A.10)

11 Construction of granular sub base by providing well graded crushed 10.00 Cmt. 991.53

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

12 with motorstone

Supplying graderscreening

on prepared surface,mixing

13.2 mm size ofbyapproved

mix in place method

quality and 5.00 Cmt. 730.26

gradation on road site comp including all kind of taxes and royalties and

filling meauser boxes etc comp.(RA11)

13 Supplying of stone dust of app. Quality and gradation on road site 5.00 Cmt. 499.98

comp. including all kind of taxes and royalties and filling the measure

boxes etc. comp.(RA12)

14 Spreading the Murrum/Binding material on crust filling the gap in metal 5.00 Cmt. 147.47

and levelling to camber and gradient (S.O.R.It.No.26020A)

15 Clearing and grubbing road land including uprooting rank vegetation 25.00 Hect 28455.09

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

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

By mechanical means in area of thorny jungle (S.O.R.It.No.26117C)

16 Engaging the JCB for the different type of work on road side with 5.00 Hour 1454.40

machineries, oil, fuel, driver etc. complete

17 Tractor on hire charges with trailer diesel, driver, necessary equipment. 1.00 Day 5141.30

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

specifications) Figures

18 Providing Hitachi Ex110 with an experience driver/operator including 1.00 Hour 2222.00

diesel. Fuels etc. for maintenance to various road etc.complete.[M.R.]

19 Providing Hitachi Ex200 with an experience driver/operator including 1.00 Hour 2525.00

diesel. Fuels etc. for maintenance to various road etc.complete.[M.R.]

20 Providing Gradar with an experience driver/operator including diesel. 1.00 Hour 4040.00

Fuels etc. for maintenance to various road etc.complete.[M.R.]

21 Engaging skilled/unskilled labours as and where required for safety 15.00 Day 497.93

measure cleaning of site, removing of desire, over burned, jungle

cutting seading materials as directed by engineer incharge (B) unskilled

Labour [S.O.R.L022]

22 Earthwork for embankment including breaking clods,dressing with all 200.00 Cmt 154.87

lead and lift (excluding watering and consolidation) (B) From Borrow

area within 0.5 Km.lead(S.O.R It.No.26001BA)

23 Earth work for embankment with selected soil C.B.R.not less than 6.0 200.00 Cmt 163.69

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

and consolidation) From borrow area with all lead & lift (S.O.R

24 Earthwork in cutting including preparing the slope and camber 50.00 Cmt. 248.16

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

Box cutting the road surface to proper slope and camber for making a 10.00 Cmt. 104.04

base for road work including removing the excavated stuff and

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

26 Supplying,stacking and spreading quarry spall with all lead and lift and 50.00 Cmt. 667.92

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)(RA-10)

27 Supplying and stacking murrum of approved quality on road site 35.00 Cmt. 342.25

including filling measure boxes including Spreading the

murrum/binding material on crust filling the gaps in metal and leveling

to camber and gradient.etc. complete. (R.A.11)

28 Supplying and fixing reinforced concrete heavy duty non pressure pipes 5.00 Rmt. 3469.26

with collars for culverts including setting and jointing the pipes in cm

1:2, watering and laying (to level or slope) of I. S. Class Np3 of 900 mm

internal diameter. with all lead and lift (IT. 26089EA)

29 Supplying and fixing reinforced concrete heavy duty non pressure pipes 5.00 Rmt. 1968.38

with collars for culverts including setting and jointing the pipes in cm

1:2, watering and laying (to level or slope) of I. S. Class Np3 of 600 mm

internal diameter. with all lead and lift(IT. 26089CA)

30 Providing and fixing ordinary kilometer stone of pre-cast c.c. 1:2:4 2.00 No. 704.33

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

1:4:8 including letter and paints etc. complete. (IT. 26052)

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

specifications) Figures

31 Providing and fixing guard stone as per I.R.C. type design including 5.00 No. 350.80

white washing etc.complete (ii) Fixing in c.c. 1:5:10 (IT. 26045B)

32 Supplying and fixing road sign board of M.S. plates and angle iron 2.00 No. 1878.98

including painting,lettering etc. complete including fixing in C.C. 1:4:8

with necessary excavation etc. complete as per I.R.C. type design. (i)

Non reflective type (IT. 26054A)

33 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2.00 No 3808.66

2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per

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

34 Supp. And Fixi. flood gauge as per drawing and instruction. Made of 2.00 No 1031.41

M.S. pipe of size 100 x 50 mm size and 2.05 mtr. long rectangle pipe

Incl.fabrication,Welding, applying a coat of primer coat and two coat of

35 Supplying, Stacking & Laying rubble of required size for soling on road 2.00 Cmt. 828.91

site including packing & filling in the interstice as directed (RA-12)

36 Providing and laying cement concrete 1:4:8 (1cement : 4 coarse sand : 2.00 Cmt. 2769.69

8 hand broken stone aggregate 40mm. nominal size) and curing

complete excluding the costo of form work in. (A) Foundation and

37 Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse 2.00 Cmt. 4029.02

sand : 4- graded stone aggregates 20 mm nominal size) and curing

complete excluding cost of formwork and reinforcement for reinforced

38 Proving and laying cement concrete Grade M20 C.C.1:1.5:3(1 3.00 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

39 Providing and filling in foundation with ordinary cement concret M150 8.00 Cmt. 3697.13

mix and providing necessary vetical pin headers including formwork

vibrating ramming and curing complete. (R.A.14)

40 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 210.00 Kg. 77.29

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

41 Precast concrete block masonary (including quoin blocks Jamb blocks, 2.00 Cmt. 3903.84

closer etc.) with solid concreteblocks of approved size made of cement

concrete 1:3:6 mix (1cement : 3 coarse sand : 6 graded stone aggregate

42 Providing and fixing steel guard railing crash barrier having post angle 2.00 Rmt. 5193.37

size channel of 150mmx75mm x 7.5mm at 1.50 Mt.C/C and bracket

channel size 150mm x 75mm x5 mm size by 12mm dia high tensile bolt

43 White washing with lime on wall surfaces (Two coats) to give an even 25.00 Smt. 12.70

shade including thoroughly brooming the surface to remove all

dirt,dust, mortar drops and other foreign matter.(S.O.R.It.No.18001)

44 Supplying of Vibratory roller 8 - 10 tonnes @ 100 cum per hour with 5.00 hour 850.79

driver including cost of diesel oil etc. including maintenance and

equipment etc. complete (SOR-H020)

45 Providing excavator on hire base for excavation, loading etc. type of 5.00 hour 718.98

work on road site operation, diesel, oil (L&T type capacity) as directed.

46 Providing loader machine on hire charges with operator, diesel, oil for 5.00 hour 1515.00

loading / unloading work on site as directed.

47 Providing Truck, Dumper (With diesel & driver). on hire charges with 1.00 Day 10201.00

operator,diesel, oil for loading / unloading work on site as directed.

48 Road marking with hot applied thermoplastic paints with reflectorising 10.00 Smt. 367.72

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

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

specifications) Figures

49 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised 10.00 No. 326.23

Pavement Markers made of polycarbonate and ABS moulded body and

reflective panels with micro prismatic lens capable of providing total

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……………………….. Estimated amount put to tender………………………..

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

Executive Engineer

R & B Panchayat Division

Signature of the Contractor. Bhuj - Kachchh