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

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

QUANTITY STATEMENT

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

Rate in In words

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

stone aggregates as per required gradation with the asphalt V.G.-30 grade for tack coat Sixteen Only

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 on existing 50.00 M.T. 5632.33 Rupees Five Thousand Six Hundred Thirty Two

B. T. surface with drum mix plan using crushed stone agg of specified grading and stone And Paise Thirty Three Only

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 single course on existing 50.00 M.T. 4625.41 Rupees Four Thousand Six Hundred Twenty Five

B. T. surface with drum mix plan using crushed stone agg of specified grading and stone And Paise Forty One Only

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)

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

Rate in In words

4 Providing and laying 37.50 mm thick compacted B.M. using stone chips 0.66 Cum / 1 M.Ton 50.00 M.T. 3865.29 Rupees Three Thousand Eight Hundred Sixty

mix as per gradation and tack coat with Bitumen V.G.-30 grade @ 2.50 kg. / 10 Smt. on B.T. Five And Paise Twenty Nine Only

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

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 gradation on 20.00 M.T. 4921.37 Rupees Four Thousand Nine Hundred Twenty

prepared surface with spesified grade crushed stone agg. as per MORTH & H specification One And Paise Thirty Seven Only

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)

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

i.e. using 0.66 cmt agg.per M.T. mix using asphalt V.G.-30 @ of 4.50 % of mix inc. heating And Paise Twelve Only

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 aggregate to Wet 30.00 Cmt. 1301.94 Rupees One Thousand Three Hundred One And

Mix Macadam specification including premixing the material with water at OMC in Paise Ninety Four Only

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 aggregates 25 20.00 Cmt. 803.27 Rupees Eight Hundred Three And Paise Twenty

mm to 90 mm size) including Spreading the stone aggregates for soling and W.B.M. Seven Only

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 aggregates 20.00 Cmt. 984.62 Rupees Nine Hundred Eighty Four And Paise

45 mm to 63 mm size) including Spreading the stone aggregates for soling and W.B.M. Sixty Two Only

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 specifications) Quantity Unit Estimated rate Amount

Rate in In words

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

45 mm to 90 mm size) including Spreading the stone aggregates for soling and W.B.M. Eighty Seven Only

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 Paise

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

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 site 5.00 Cmt. 730.26 Rupees Seven Hundred Thirty And Paise Twenty

comp including all kind of taxes and royalties and filling meauser boxes etc comp.(RA11) Six Only

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

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

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

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

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

sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of Fifty Five And Paise Nine Only

unserviceable materials(D) By mechanical means in area of thorny jungle

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

driver etc. complete 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 specifications) Quantity Unit Estimated rate Amount

Rate in In words

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

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

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

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

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

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

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

site, removing of desire, over burned, jungle cutting seading materials as directed by Ninety Three Only

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 Paise

(excluding watering and consolidation) (B) From Borrow area within 0.5 Km.lead(S.O.R Eighty Seven Only

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

clods, dressing, with all, lead and lift (incl. watering and consolidation) From borrow area Sixty Nine Only

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

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

cutting stuff in bank as directed upto 200 Meters from the end of cutting with all lead and Sixteen Only

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 road work 10.00 Cmt. 104.04 Rupees One Hundred Four And Paise Four Only

including removing the excavated stuff and depositing on the road side 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 watering 50.00 Cmt. 577.78 Rupees Five Hundred Seventy Seven And Paise

and rolling and consolidation of sub grade in layers at OMC to required dry density including Seventy Eight Only

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 including filling measure 35.00 Cmt. 342.25 Rupees Three Hundred Forty Two And Paise

boxes including Spreading the murrum/binding material on crust filling the gaps in metal Twenty Five Only

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

28 Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars for 5.00 Rmt. 3469.26 Rupees Three Thousand Four Hundred Sixty

culverts including setting and jointing the pipes in cm 1:2, watering and laying (to level or Nine And Paise Twenty Six Only

slope) of I. S. Class Np3 of 900 mm internal diameter. with all lead and lift (IT. 26089EA)

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

Rate in In words

29 Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars for 5.00 Rmt. 1968.38 Rupees One Thousand Nine Hundred Sixty Eight

culverts including setting and jointing the pipes in cm 1:2, watering and laying (to level or And Paise Thirty Eight Only

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 specifications) Quantity Unit Estimated rate Amount

Rate in In words

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

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

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 Eighty

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

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

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 2mm aluminium 2.00 No 3808.66 Rupees Three Thousand Eight Hundred Eight

sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated And Paise Sixty Six Only

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 size 100 x 2.00 No 1031.41 Rupees One Thousand Thirty One And Paise

50 mm size and 2.05 mtr. long rectangle pipe Incl.fabrication,Welding, applying a coat of Forty One Only

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 including packing 2.00 Cmt. 666.50 Rupees Six Hundred Sixty Six And Paise Fifty

& filling in the interstice as directed (RA-12) Only

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

aggregate 40mm. nominal size) and curing complete excluding the costo of form work in. Nine And Paise Sixty Nine Only

(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- graded 2.00 Cmt. 4029.02 Rupees Four Thousand Twenty Nine And Paise

stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork and Two Only

reinforcement for reinforced concrete work in (A) Foundations, footings, Base or columns

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

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

Rate in In words

38 Proving and laying cement concrete Grade M20 C.C.1:1.5:3(1 Cement:1.5 Coarse Sand:3 3.00 Cmt. 5189.34 Rupees Five Thousand One Hundred Eighty

stone agg 20mm nominal size) for CC road and curring etc. comp. incl. cost of form work. Nine And Paise Thirty Four Only

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 providing 8.00 Cmt. 3697.13 Rupees Three Thousand Six Hundred Ninety

necessary vetical pin headers including formwork vibrating ramming and curing complete. Seven And Paise Thirteen Only

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

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

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

concreteblocks of approved size made of cement concrete 1:3:6 mix (1cement : 3 coarse And Paise Eighty Four Only

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)

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

150mmx75mm x 7.5mm at 1.50 Mt.C/C and bracket channel size 150mm x 75mm x5 mm Three And Paise Thirty Seven Only

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 shade including 25.00 Smt. 12.70 Rupees Twelve And Paise Seventy Only

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 driver including cost of 5.00 hour 850.79 Rupees Eight Hundred Fifty And Paise Seventy

diesel oil etc. including maintenance and equipment etc. complete (SOR-H020) Nine Only

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

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

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

work on site as directed. Only

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

Rate in In words

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

loading / unloading work on site as directed.

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

Rate in In words

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

bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick Seventy Two Only

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 Markers 10.00 No. 326.23 Rupees Three Hundred Twenty Six And Paise

made of polycarbonate and ABS moulded body and reflective panels with micro prismatic Twenty Three Only

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 +/-

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 .

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

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

(Please strike out which ever is not applicable )

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

Rate in In words

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