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

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

QUANTITY STATEMENT

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

specifications) Rate in In words

1 Providing and laying bituminous grout base course 37.50 mm compacted thi. 10.00 M.T. 3036.16 Rupees Three Thousand Thirty Six And

using B.T. stone aggregates as per required gradation with the asphalt V.G.-30 Paise Sixteen Only

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 single course 50.00 M.T. 5632.33 Rupees Five Thousand Six Hundred

on existing B. T. surface with drum mix plan using crushed stone agg of specified Thirty Two And Paise Thirty Three

grading and stone dust as filler, including using asphalt VG-30 for tack coat @ 5.0 Only

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)

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

specifications) Rate in In words

3 Providing and laying 25 mm thick semi dense bituminous carpet in single course 50.00 M.T. 4625.41 Rupees Four Thousand Six Hundred

on existing B. T. surface with drum mix plan using crushed stone agg of specified Twenty Five And Paise Forty One Only

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 @

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

4 Providing and laying 37.50 mm thick compacted B.M. using stone chips 0.66 Cum / 50.00 M.T. 3865.29 Rupees Three Thousand Eight

1 M.Ton mix as per gradation and tack coat with Bitumen V.G.-30 grade @ 2.50 Hundred Sixty Five And Paise Twenty

kg. / 10 Smt. on B.T. surface and asphalt grade VG-30 for mixing @ 34 kg/M.Ton Nine Only

(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 per 20.00 M.T. 4921.37 Rupees Four Thousand Nine Hundred

gradation on prepared surface with spesified grade crushed stone agg. as per Twenty One And Paise Thirty Seven

MORTH & H specification and asphalt grade V.G.-30 for mixing at rate of 5.10 % by Only

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 Estimated rate Amount

specifications) Rate in In words

6 Provindig and laying bituminous sealcoat with stone chips 6 to 10mm size 0.18 20.00 M.T. 4455.12 Rupees Four Thousand Four Hundred

cmt /10 smt. i.e. using 0.66 cmt agg.per M.T. mix using asphalt V.G.-30 @ of 4.50 Fifty Five And Paise Twelve Only

% 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 stone 30.00 Cmt. 1301.94 Rupees One Thousand Three Hundred

aggregate to Wet Mix Macadam specification including premixing the material One And Paise Ninety Four Only

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-7)

8 Supplying of graded stone aggregate of following size (Hand broken stone 20.00 Cmt. 803.27 Rupees Eight Hundred Three And

aggregates 25 mm to 90 mm size) including Spreading the stone aggregates for Paise Twenty Seven Only

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 stone 20.00 Cmt. 984.62 Rupees Nine Hundred Eighty Four And

aggregates 45 mm to 63 mm size) including Spreading the stone aggregates for Paise Sixty Two Only

soling and W.B.M. including filling the interstices forming the surface to required

chamber & gradient. (R.A.6)

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

specifications) Rate in In words

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

aggregates 45 mm to 90 mm size) including Spreading the stone aggregates for Paise Eighty Seven Only

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 stone 10.00 Cmt. 991.53 Rupees Nine Hundred Ninety One And

material(M.C.Metal 53 to 9.5 mm size 50%,M.C. metal 9.5 to 2.36 mm 20% and Paise Fifty Three Only

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 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 gradation on road 5.00 Cmt. 730.26 Rupees Seven Hundred Thirty And

site comp including all kind of taxes and royalties and filling meauser boxes etc Paise Twenty Six Only

13 Supplying of stone dust of app. Quality and gradation on road site comp. including 5.00 Cmt. 499.98 Rupees Four Hundred Ninety Nine And

all kind of taxes and royalties and filling the measure boxes etc. comp.(RA12) Paise Ninety Eight Only

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

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

15 Clearing and grubbing road land including uprooting rank vegetation grass bushes, 25.00 Hect 28455.09 Rupees Twenty Eight Thousand Four

shrubs, sapling and trees girth up to 300 mm removal of stumps of trees cut Hundred Fifty Five And Paise Nine

earlier and disposal of unserviceable materials(D) By mechanical means in area of Only

thorny jungle (S.O.R.It.No.26117C)

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

fuel, driver etc. complete Fifty Four And Paise Forty Only

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

Forty One And Paise Thirty Only

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

specifications) Rate in In words

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

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

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

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

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

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

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

cleaning of site, removing of desire, over burned, jungle cutting seading materials And Paise Ninety Three Only

as directed by engineer incharge (B) unskilled Labour [S.O.R.L022]

22 Earthwork for embankment including breaking clods,dressing with all lead and lift 200.00 Cmt 154.87 Rupees One Hundred Fifty Four And

(excluding watering and consolidation) (B) From Borrow area within 0.5 Paise Eighty Seven Only

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

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

breaking clods, dressing, with all, lead and lift (incl. watering and consolidation) Paise Sixty Nine Only

From borrow area with all lead & lift (S.O.R It.No.26001DA)

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

utilising the cutting stuff in bank as directed upto 200 Meters from the end of Paise Sixteen Only

cutting with all lead and lift.(ii) Hard Murrum (S.O.R.It.No.26009A)

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

road work including removing the excavated stuff and depositing on the road side Four Only

slope as directed upto 50Mt.lead (S.O.R.It.No.26008)

26 Supplying,stacking and spreading quarry spall with all lead and lift and including 50.00 Cmt. 577.78 Rupees Five Hundred Seventy Seven

watering and rolling and consolidation of sub grade in layers at OMC to required And Paise Seventy Eight Only

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)

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

specifications) Rate in In words

27 Supplying and stacking murrum of approved quality on road site including filling 35.00 Cmt. 342.25 Rupees Three Hundred Forty Two And

measure boxes including Spreading the murrum/binding material on crust filling Paise Twenty Five Only

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 with 5.00 Rmt. 3469.26 Rupees Three Thousand Four Hundred

collars for culverts including setting and jointing the pipes in cm 1:2, watering and Sixty Nine And Paise Twenty Six Only

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 with 5.00 Rmt. 1968.38 Rupees One Thousand Nine Hundred

collars for culverts including setting and jointing the pipes in cm 1:2, watering and Sixty Eight And Paise Thirty Eight Only

laying (to level or slope) of I. S. Class Np3 of 600 mm internal diameter. with all

lead and lift(IT. 26089CA)

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

specifications) Rate in In words

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

necessary reinfor- cement as per I.R.C. type design in c.c. 1:4:8 including letter and Thirty Three Only

paints etc. complete. (IT. 26052)

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

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

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

painting,lettering etc. complete including fixing in C.C. 1:4:8 with necessary Seventy Eight And Paise Ninety Eight

excavation etc. complete as per I.R.C. type design. (i) Non reflective type (IT. Only

33 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 2.00 No 3808.66 Rupees Three Thousand Eight

aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67- Hundred Eight And Paise Sixty Six Only

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 M.S. pipe of 2.00 No 1031.41 Rupees One Thousand Thirty One And

size 100 x 50 mm size and 2.05 mtr. long rectangle pipe Incl.fabrication,Welding, Paise Forty One Only

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 site 2.00 Cmt. 666.50 Rupees Six Hundred Sixty Six And

including packing & filling in the interstice as directed (RA-12) Paise Fifty Only

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

specifications) Rate in In words

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

broken stone aggregate 40mm. nominal size) and curing complete excluding the Sixty Nine And Paise Sixty Nine Only

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 sand : 4- 2.00 Cmt. 4029.02 Rupees Four Thousand Twenty Nine

graded stone aggregates 20 mm nominal size) and curing complete excluding cost And Paise Two Only

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 Cement:1.5 Coarse 3.00 Cmt. 5189.34 Rupees Five Thousand One Hundred

Sand:3 stone agg 20mm nominal size) for CC road and curring etc. comp. incl. cost Eighty Nine And Paise Thirty Four Only

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 mix and 8.00 Cmt. 3697.13 Rupees Three Thousand Six Hundred

providing necessary vetical pin headers including formwork vibrating ramming and Ninety Seven And Paise Thirteen Only

curing complete. (R.A.14)

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

binding and placing in position complete upto floor two level (S.O.R. It.No.05014C) Twenty Nine Only

41 Precast concrete block masonary (including quoin blocks Jamb blocks, closer etc.) 2.00 Cmt. 3903.84 Rupees Three Thousand Nine Hundred

with solid concreteblocks of approved size made of cement concrete 1:3:6 mix Three And Paise Eighty Four Only

(1cement : 3 coarse sand : 6 graded stone 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 of Quantity Unit Estimated rate Amount

specifications) Rate in In words

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

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

75mm x5 mm size by 12mm dia high tensile bolt with Two Rows of "W" shape Only

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 shade 25.00 Smt. 12.70 Rupees Twelve And Paise Seventy

including thoroughly brooming the surface to remove all dirt,dust, mortar drops Only

and other foreign matter.(S.O.R.It.No.18001)

44 Supplying of Vibratory roller 8 - 10 tonnes @ 100 cum per hour with driver 5.00 hour 850.79 Rupees Eight Hundred Fifty And Paise

including cost of diesel oil etc. including maintenance and equipment etc. Seventy Nine Only

complete (SOR-H020)

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

site operation, diesel, oil (L&T type capacity) as directed. (S.O.R. H016) Paise Ninety Eight Only

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

unloading work on site as directed. Fifteen Only

47 Providing Truck, Dumper (With diesel & driver). on hire charges with 4.00 Day 10201.00 Rupees Ten Thousand Two Hundred

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

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

specifications) Rate in In words

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

on bitumin surface providing and laying a hot applied thermoplastic compound 2.5 And Paise Seventy Two Only

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 130 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 Pavement 10.00 No. 326.23 Rupees Three Hundred Twenty Six

Markers made of polycarbonate and ABS moulded body and reflective panels with And Paise Twenty Three Only

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)

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

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

Mundra - Kachchh Bhuj - Kachchh