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

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

QUANTITY STATEMENT

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

of specifications) Rate in In words

1 Providing and laying bituminous grout base course 37.50 mm 10.00 M.T. 3100.60 Rupees Three Thousand

compacted thi. using B.T. stone aggregates as per required gradation One Hundred And Paise

with the asphalt V.G.-30 grade for tack coat 2.50Kg/10 Smt on Sixty Only

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 Rupees Five Thousand

single course on existing B. T. surface with drum mix plan using Seven Hundred Six And

crushed stone agg of specified grading and stone dust as filler, Paise Twenty Seven Only

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 Sq,mt. (R.A.2)

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

single course on existing B. T. surface with drum mix plan using Hundred Ninety Six And

crushed stone agg of specified grading and stone dust as filler, Paise Eighty Seven Only

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)

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

of specifications) Rate in In words

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

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

V.G.-30 grade @ 2.50 kg. / 10 Smt. on B.T. surface and asphalt grade And Paise Twenty Five Only

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 Rupees Four Thousand

per gradation on prepared surface with spesified grade crushed stone Nine Hundred Ninety One

agg. as per MORTH & H specification and asphalt grade V.G.-30 for And Paise Thirty One Only

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)

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

size 0.18 cmt /10 smt. i.e. using 0.66 cmt agg.per M.T. mix using Hundred Twenty Three And

asphalt V.G.-30 @ of 4.50 % of mix inc. heating the asphalt and agg. Paise Seventy One Only

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 Rupees One Thousand Five

stone aggregate to Wet Mix Macadam specification including Hundred Fifty Two And

premixing the material with water at OMC in mechanical mix plant Paise Eighty Two Only

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-7)

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

of specifications) Rate in In words

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

stone aggregates 25 mm to 90 mm size) including Spreading the stone Three And Paise Forty One

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

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

9 Supplying of graded stone aggregate of following size (Machine 20.00 Cmt. 1084.76 Rupees One Thousand

crushed stone aggregates 45 mm to 63 mm size) including Spreading Eighty Four And Paise

the stone aggregates for soling and W.B.M. including filling the Seventy Six Only

interstices forming the surface to required chamber & gradient.

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

of specifications) Rate in In words

10 Supplying of graded stone aggregate of following size (Machine 20.00 Cmt. 1058.87 Rupees One Thousand Fifty

crushed stone aggregates 45 mm to 90 mm size) including Spreading Eight And Paise Eighty

the stone aggregates for soling and W.B.M. including filling the Seven Only

interstices forming the surface to required chamber & gradient.

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

stone material(M.C.Metal 53 to 9.5 mm size 50%,M.C. metal 9.5 to Ninety One And Paise Fifty

2.36 mm 20% and sand below 2.36mm size 30%) spreading in uniform Three Only

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) (R.A.18)

12 Supplying stone screening 13.2 mm size of approved quality and 5.00 Cmt. 730.26 Rupees Seven Hundred

gradation on road site comp including all kind of taxes and royalties Thirty And Paise Twenty Six

and filling meauser boxes etc comp.(RA11) Only

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

comp. including all kind of taxes and royalties and filling the measure Ninety Nine And Paise

boxes etc. comp.(RA12) Ninety Eight Only

14 Spreading the Murrum/Binding material on crust filling the gap in 5.00 Cmt. 147.47 Rupees One Hundred Forty

metal and levelling to camber and gradient (S.O.R.It.No.26020A) Seven And Paise Forty

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

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

stumps of trees cut earlier and disposal of unserviceable materials(D) Fifty Five And Paise Nine

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

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

machineries, oil, fuel, driver etc. complete Hundred Fifty Four And

Paise Forty Only

17 Tractor on hire charges with trailer diesel, driver, necessary 1.00 Day 5141.30 Rupees Five Thousand One

equipment. Hundred Forty One And

Paise Thirty Only

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

of specifications) Rate in In words

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

diesel. Fuels etc. for maintenance to various road etc.complete.[M.R.] Hundred Twenty Two Only

19 Providing Hitachi Ex200 with an experience driver/operator including 1.00 Hour 2525.00 Rupees Two Thousand Five

diesel. Fuels etc. for maintenance to various road etc.complete.[M.R.] Hundred Twenty Five Only

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

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

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

measure cleaning of site, removing of desire, over burned, jungle Ninety Seven And Paise

cutting seading materials as directed by engineer incharge (B) Ninety Three Only

unskilled Labour [S.O.R.L022]

22 Earthwork for embankment including breaking clods,dressing with all 200.00 Cmt 154.87 Rupees One Hundred Fifty

lead and lift (excluding watering and consolidation) (B) From Borrow Four And Paise Eighty

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

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

including breaking clods, dressing, with all, lead and lift (incl. watering Three And Paise Sixty Nine

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

24 Earthwork in cutting including preparing the slope and camber 50.00 Cmt. 248.16 Rupees Two Hundred Forty

andstacking or utilising the cutting stuff in bank as directed upto 200 Eight And Paise Sixteen

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

25 Box cutting the road surface to proper slope and camber for making a 10.00 Cmt. 104.04 Rupees One Hundred Four

base for road work including removing the excavated stuff and And Paise Four Only

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 Rupees Six Hundred Sixty

including watering and rolling and consolidation of sub grade in layers Seven And Paise Ninety

at OMC to required dry density including filling depression which Two Only

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)

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

of specifications) Rate in In words

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

including filling measure boxes including Spreading the Forty Two And Paise

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

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

28 Supplying and fixing reinforced concrete heavy duty non pressure 5.00 Rmt. 3469.26 Rupees Three Thousand

pipes with collars for culverts including setting and jointing the pipes Four Hundred Sixty Nine

in cm 1:2, watering and laying (to level or slope) of I. S. Class Np3 of And Paise Twenty Six Only

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

29 Supplying and fixing reinforced concrete heavy duty non pressure 5.00 Rmt. 1968.38 Rupees One Thousand Nine

pipes with collars for culverts including setting and jointing the pipes Hundred Sixty Eight And

in cm 1:2, watering and laying (to level or slope) of I. S. Class Np3 of Paise Thirty Eight Only

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

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

of specifications) Rate in In words

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

including necessary reinfor- cement as per I.R.C. type design in c.c. Four And Paise Thirty Three

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

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

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

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

including painting,lettering etc. complete including fixing in C.C. 1:4:8 Hundred Seventy Eight And

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

Non reflective type (IT. 26054A)

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

of 2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as Eight Hundred Eight And

per design of IRC-67-1977. Pre treated with phospheting process & Paise Sixty Six Only

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 Rupees One Thousand

M.S. pipe of size 100 x 50 mm size and 2.05 mtr. long rectangle pipe Thirty One And Paise Forty

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

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. 828.91 Rupees Eight Hundred

site including packing & filling in the interstice as directed (RA-12) Twenty Eight And Paise

Ninety One Only

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

of specifications) Rate in In words

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

8 hand broken stone aggregate 40mm. nominal size) and curing Seven Hundred Sixty Nine

complete excluding the costo of form work in. (A) Foundation and And Paise Sixty Nine Only

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

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

Coarse sand : 4- graded stone aggregates 20 mm nominal size) and Twenty Nine And Paise Two

curing complete excluding cost of formwork and reinforcement for Only

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 Rupees Five Thousand One

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

and curring etc. comp. incl. cost of form work. Finishing the cement Paise Thirty Four Only

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 Rupees Three Thousand Six

mix and providing necessary vetical pin headers including formwork Hundred Ninety Seven And

vibrating ramming and curing complete. (R.A.14) Paise Thirteen Only

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

bending, binding and placing in position complete upto floor two level Paise Twenty Nine Only

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

closer etc.) with solid concreteblocks of approved size made of cement Nine Hundred Three And

concrete 1:3:6 mix (1cement : 3 coarse sand : 6 graded stone Paise Eighty Four Only

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

level in C.M.1:4 (S.O.R.Ch-7 / It.7.75+7.93)

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

of specifications) Rate in In words

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

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

channel size 150mm x 75mm x5 mm size by 12mm dia high tensile bolt Paise Thirty Seven Only

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 Rupees Twelve And Paise

shade including thoroughly brooming the surface to remove all Seventy Only

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 Rupees Eight Hundred Fifty

driver including cost of diesel oil etc. including maintenance and And Paise Seventy Nine

equipment etc. complete (SOR-H020) Only

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

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

(S.O.R. H016) Eight Only

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

loading / unloading work on site as directed. Hundred Fifteen Only

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

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

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

of specifications) Rate in In words

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

glass beads on bitumin surface providing and laying a hot applied Sixty Seven And Paise

thermoplastic compound 2.5 mm thick including reflectorising glass Seventy Two Only

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 Rupees Three Hundred

Pavement Markers made of polycarbonate and ABS moulded body Twenty Six And Paise

and reflective panels with micro prismatic lens capable of providing Twenty Three Only

total internal reflection of the light entering the lens face and shall

support a load of 13635 kgs. tested in accordance to ASTM D

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 +/-

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)

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

of specifications) Rate in In words

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 tenderRs……………………….. Estimated amount put to tenderRs………………………..

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

(Please strike out which ever is not applicable )

1 All work shall be carried out as per public works department handbook and other specifications of division or as directed.

2 Rates quoted inclusive of clearance of sight (prior to commencement of work and at its close) in all respect

and hold good for work under all conditions , sight, moisture, weather etc

3 one percent labor cess will be deducted from the valued work done as per ' Bulding and other construction

work welfare cess act' G.R. No. GHR - 2005/04/CWA/2004/841/M-3 Dt. 31/01/2005

Signature of the Contractor. Deputy Executive Engineer Executive Engineer

R & B Panchayat Sub Division R & B Panchayat Division

Bhachau- Kachchh Bhuj - Kachchh