REPAIRS TO ROAD OF NAKHATRANA TALUKA. C.R. 2026 - 2027. TAL, NAKHATRANA.

NAME OF WORK :- REPAIRS TO ROAD OF NAKHATRANA TALUKA. C.R. 2026 - 27. TAL,

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. 3081.16

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. 5686.83

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. 4677.43

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. 3913.08

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. 4972.48

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. 4504.76

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. 1469.20

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. 870.03

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. 1051.38

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

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

thickness) (R.A.18)

12 Supplying stone screening 13.2 mm size of approved 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

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.]

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

specifications) Figures

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

25 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. 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)(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)

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)

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

specifications) Figures

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

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

quality epoxy paint ;reflectorised with retro refiectivesheeting as per

latest M.O.S.T.Specifications; 3.1m long stand postand frame fabricated

from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as

required; painted with bestquality epoxy coatings in black andwhite

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)

Engineer Grade(VR)(IT. 26092A)

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

oil paint and painting letters & calibration as per drawing etc. comp. at

road site (RA-15)

35 Supplying, Stacking & Laying rubble of required size for soling on road 2.00 Cmt. 774.77

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

Plinth.(S.O.R.It.No. 05004A)

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

concrete work in (A) Foundations, footings, Base or columns and Mass

concrete(S.O.R.It.No. 05011AA)

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

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 and as per specification.(R.A.13)

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

of 20mm. and down gauge) for super structure above plinth level in

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

specifications) Figures

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

with Two Rows of "W" shape type guard rail 3mm thick and 330m

straight height as per drawing incl.guard rail with oil painting and fixing

in cement concrete 1:2:4 block 0.45 x 0.45x0.60 mt incl.xecavation as

directed and as per clause No.800 of MORT & H specification and

drawing.(R.A.20)

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

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.(S.O.R.It.No.26161)

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

internal reflection of the light entering the lens face and shall support a

load of 13635 kgs. tested in accordance to ASTM D 4280 Type H and

complying to Specifications 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 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and the slope to the

base shall be 35 +/- 5 degree. The strength of detachment of the

integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm

and height not less than 30+/- 2 mm) from the body is to be a minimum

value of 500 Kgf. Fixing will be by drilling holes on the road for the

shanks to go inside, without nails and using epoxy resin based adhesive

as per manufacturers recommendation and The color of the marker

should be as per the IRC 35-2015 and as directed by Engineer-in-

charge.(S.O.R.It.No.26162A)

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 .

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

specifications) Figures

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