REPAIRS TO ROAD OF MUNDRA TALUKA. C.R. 2026 - 2027. TAL, MUNDRA.(2nd attempt)

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

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

stone aggregates as per required gradation with the asphalt V.G.-30 grade for tack coat Thirty Six And Paise Sixteen

2.50Kg/10 Smt on B.T.surface and 4.0 Kg/10 Smt on W.B.M.Surfcae and asphalt V.G.-30 Only

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 50.00 M.T. 5632.33 Rupees Five Thousand Six

existing B. T. surface with drum mix plan using crushed stone agg of specified grading and Hundred Thirty Two And

stone dust as filler, including using asphalt VG-30 for tack coat @ 5.0 kg/10 Sq.mt and for Paise Thirty Three Only

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 50.00 M.T. 4625.41 Rupees Four Thousand Six

existing B. T. surface with drum mix plan using crushed stone agg of specified grading and Hundred Twenty Five And

stone dust as filler, including using asphalt VG-30 for mixing by weight of total mix @ Paise Forty One Only

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 50.00 M.T. 3865.29 Rupees Three Thousand

M.Ton mix as per gradation and tack coat with Bitumen V.G.-30 grade @ 2.50 kg. / 10 Eight Hundred Sixty Five

Smt. on B.T. surface and asphalt grade VG-30 for mixing @ 34 kg/M.Ton (I.e. 3.40% of And Paise Twenty Nine Only

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

prepared surface with spesified grade crushed stone agg. as per MORTH & H specification Hundred Twenty One And

and asphalt grade V.G.-30 for mixing at rate of 5.10 % by weight of mix and including Paise Thirty Seven Only

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 20.00 M.T. 4455.12 Rupees Four Thousand Four

smt. i.e. using 0.66 cmt agg.per M.T. mix using asphalt V.G.-30 @ of 4.50 % of mix inc. Hundred Fifty Five And

heating the asphalt and agg. By continous batching hot mix plant and paver finisher and Paise Twelve Only

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

Mix Macadam specification including premixing the material with water at OMC in Three Hundred One And

mechanical mix plant carraige of mixed material by tipper tp site, laying in uniform layers Paise Ninety Four Only

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 of specifications) Quantity Unit Estimated rate Amount

Rate in In words

8 Supplying of graded stone aggregate of following size (Hand broken stone aggregates 25 20.00 Cmt. 803.27 Rupees Eight Hundred

mm to 90 mm size) including Spreading the stone aggregates for soling and W.B.M. Three And Paise Twenty

including filling the interstices forming the surface to required chamber & gradient. (R.A.8) Seven Only

9 Supplying of graded stone aggregate of following size (Machine crushed stone aggregates 20.00 Cmt. 984.62 Rupees Nine Hundred

45 mm to 63 mm size) including Spreading the stone aggregates for soling and W.B.M. Eighty Four And Paise Sixty

including filling the interstices forming the surface to required chamber & gradient. (R.A.6) Two Only

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

45 mm to 90 mm size) including Spreading the stone aggregates for soling and W.B.M. Eight And Paise Eighty

including filling the interstices forming the surface to required chamber & gradient. Seven Only

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

material(M.C.Metal 53 to 9.5 mm size 50%,M.C. metal 9.5 to 2.36 mm 20% and sand Ninety One And Paise Fifty

below 2.36mm size 30%) spreading in uniform layes with motor grader on prepared Three Only

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

comp including all kind of taxes and royalties and filling meauser boxes etc comp.(RA11) Thirty And Paise Twenty Six

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

of taxes and royalties and filling the measure boxes etc. comp.(RA12) Ninety Nine And Paise

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

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

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

sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of Thousand Four Hundred

unserviceable materials(D) By mechanical means in area of thorny jungle Fifty Five And Paise Nine

(S.O.R.It.No.26117C) Only

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

driver etc. complete Hundred 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 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

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

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

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

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

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

site, removing of desire, over burned, jungle cutting seading materials as directed by Ninety Seven And Paise

engineer incharge (B) unskilled Labour [S.O.R.L022] Ninety Three Only

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

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

It.No.26001BA) 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

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

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

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

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

lift.(ii) Hard Murrum (S.O.R.It.No.26009A) Only

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

including removing the excavated stuff and depositing on the road side slope as directed And Paise Four Only

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

and rolling and consolidation of sub grade in layers at OMC to required dry density Seventy Seven And Paise

including filling depression which occurs during the process using vibratory roller of 80 KN Seventy Eight Only

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 specifications) Quantity Unit Estimated rate Amount

Rate in In words

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

boxes including Spreading the murrum/binding material on crust filling the gaps in metal Forty Two And Paise

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

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

culverts including setting and jointing the pipes in cm 1:2, watering and laying (to level or Four Hundred Sixty Nine

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

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

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

slope) of I. S. Class Np3 of 600 mm internal diameter. with all lead and lift(IT. 26089CA) Paise Thirty Eight Only

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

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

complete. (IT. 26052) Only

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

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 including 2.00 No. 1878.98 Rupees One Thousand Eight

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

complete as per I.R.C. type design. (i) Non reflective type (IT. 26054A) Paise Ninety Eight Only

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

sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated Eight Hundred Eight And

with phospheting process & acid etching; coated with one coat of epoxy primer and two Paise Sixty Six Only

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 2.00 No 1031.41 Rupees One Thousand

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

primer coat and two coat of oil paint and painting letters & calibration as per drawing etc. One Only

comp. at road site (RA-15)

35 Supplying, Stacking & Laying rubble of required size for soling on road site including 2.00 Cmt. 666.50 Rupees Six Hundred Sixty

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

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

Rate in In words

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

stone aggregate 40mm. nominal size) and curing complete excluding the costo of form Seven Hundred Sixty Nine

work in. (A) Foundation and Plinth.(S.O.R.It.No. 05004A) And Paise Sixty Nine Only

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

stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork Twenty Nine And Paise Two

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

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 Sand:3 3.00 Cmt. 5189.34 Rupees Five Thousand One

stone agg 20mm nominal size) for CC road and curring etc. comp. incl. cost of form work. Hundred Eighty Nine And

Finishing the cement concrete road by Tri-mix process inclusive of labour charges for trimix Paise Thirty Four Only

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

necessary vetical pin headers including formwork vibrating ramming and curing complete. Hundred Ninety Seven And

(R.A.14) 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

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

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

solid concreteblocks of approved size made of cement concrete 1:3:6 mix (1cement : 3 Nine Hundred Three And

coarse sand : 6 graded stone aggregate of 20mm. and down gauge) for super structure Paise Eighty Four Only

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 specifications) Quantity Unit Estimated rate Amount

Rate in In words

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

150mmx75mm x 7.5mm at 1.50 Mt.C/C and bracket channel size 150mm x 75mm x5 mm Hundred Ninety Three And

size by 12mm dia high tensile bolt with Two Rows of "W" shape type guard rail 3mm thick Paise Thirty Seven Only

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

thoroughly brooming the surface to remove all dirt,dust, mortar drops and other foreign Seventy Only

matter.(S.O.R.It.No.18001)

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

of diesel oil etc. including maintenance and equipment etc. complete (SOR-H020) And Paise Seventy Nine

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

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

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

work on site as directed. Hundred Fifteen Only

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

for loading / unloading work on site as directed. Hundred One Only

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

bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick Sixty Seven And Paise

including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is Seventy Two Only

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

made of polycarbonate and ABS moulded body and reflective panels with micro prismatic Twenty Six And Paise

lens capable of providing total internal reflection of the light entering the lens face and Twenty Three Only

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

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 specifications) Quantity Unit Estimated rate Amount

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