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

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

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. 3022.85 Rupees Three Thousand

using B.T. stone aggregates as per required gradation with the asphalt V.G.-30 Twenty Two And Paise

grade for tack coat 2.50Kg/10 Smt on B.T.surface and 4.0 Kg/10 Smt on Eighty Five Only

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. 5628.52 Rupees Five Thousand Six

on existing B. T. surface with drum mix plan using crushed stone agg of specified Hundred Twenty Eight And

grading and stone dust as filler, including using asphalt VG-30 for tack coat @ 5.0 Paise Fifty Two 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)

3 Providing and laying 25 mm thick semi dense bituminous carpet in single course 50.00 M.T. 4619.12 Rupees Four Thousand Six

on existing B. T. surface with drum mix plan using crushed stone agg of specified Hundred Nineteen And

grading and stone dust as filler, including using asphalt VG-30 for mixing by Paise Twelve Only

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)

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

specifications) Rate in In words

4 Providing and laying 37.50 mm thick compacted B.M. using stone chips 0.66 Cum 50.00 M.T. 3855.62 Rupees Three Thousand

/ 1 M.Ton mix as per gradation and tack coat with Bitumen V.G.-30 grade @ Eight Hundred Fifty Five And

2.50 kg. / 10 Smt. on B.T. surface and asphalt grade VG-30 for mixing @ 34 Paise Sixty Two Only

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 per 20.00 M.T. 4916.02 Rupees Four Thousand Nine

gradation on prepared surface with spesified grade crushed stone agg. as per Hundred Sixteen And Paise

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

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 20.00 M.T. 4447.95 Rupees Four Thousand Four

cmt /10 smt. i.e. using 0.66 cmt agg.per M.T. mix using asphalt V.G.-30 @ of Hundred Forty Seven And

4.50 % of mix inc. heating the asphalt and agg. By continous batching hot mix Paise Ninety Five Only

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. 1218.31 Rupees One Thousand Two

aggregate to Wet Mix Macadam specification including premixing the material Hundred Eighteen And Paise

with water at OMC in mechanical mix plant carraige of mixed material by tipper Thirty One Only

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 of Quantity Unit Estimated rate Amount

specifications) Rate in In words

8 Supplying of graded stone aggregate of following size (Hand broken stone 20.00 Cmt. 769.89 Rupees Seven Hundred Sixty

aggregates 25 mm to 90 mm size) including Spreading the stone aggregates for Nine And Paise Eighty Nine

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

chamber & gradient. (R.A.8)

9 Supplying of graded stone aggregate of following size (Machine crushed stone 20.00 Cmt. 951.24 Rupees Nine Hundred Fifty

aggregates 45 mm to 63 mm size) including Spreading the stone aggregates for One And Paise Twenty Four

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

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

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

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

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

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

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

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 5.00 Cmt. 730.26 Rupees Seven Hundred

road site comp including all kind of taxes and royalties and filling meauser boxes Thirty And Paise Twenty Six

etc comp.(RA11) Only

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

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

comp.(RA12) 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

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 grass 25.00 Hect 28455.09 Rupees Twenty Eight

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

cut earlier and disposal of unserviceable materials(D) By mechanical means in Fifty Five And Paise Nine

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 machineries, oil, 5.00 Hour 1454.40 Rupees One Thousand Four

fuel, 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 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

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

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

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

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

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

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

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

as directed by 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 Four And Paise Eighty Seven

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

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

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

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

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

utilising the cutting stuff in bank as directed upto 200 Meters from the end of Eight And 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

road work including removing the excavated stuff and depositing on the road side And Paise 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. 547.73 Rupees Five Hundred Forty

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

dry density including filling depression which occurs during the process using Three Only

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

measure boxes including Spreading the murrum/binding material on crust filling Forty Two And Paise Twenty

the gaps in metal and leveling to camber and gradient.etc. complete. (R.A.11) Five Only

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

collars for culverts including setting and jointing the pipes in cm 1:2, watering and Four Hundred Sixty Nine

laying (to level or slope) of I. S. Class Np3 of 900 mm internal diameter. with all And Paise Twenty Six Only

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

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

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

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

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

and 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

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 Hundred Seventy Eight And

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

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

aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC- Eight Hundred Eight And

67-1977. Pre treated with phospheting process & acid etching; coated with one Paise Sixty Six Only

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

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

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

applying a coat of primer coat and two coat of oil paint and painting letters & One Only

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. 612.36 Rupees Six Hundred Twelve

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

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

costo of form 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- 2.00 Cmt. 4029.02 Rupees Four Thousand

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

of formwork and reinforcement for reinforced concrete work in (A) Foundations, Only

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

Sand:3 stone agg 20mm nominal size) for CC road and curring etc. comp. incl. Hundred Eighty Nine And

cost of form work. Finishing the cement concrete road by Tri-mix process Paise Thirty Four Only

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

providing necessary vetical pin headers including formwork vibrating ramming Hundred Ninety Seven And

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

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

binding and placing in position complete upto floor two level (S.O.R. Paise Twenty Nine Only

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

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

(1cement : 3 coarse sand : 6 graded stone aggregate of 20mm. and down gauge) Paise Eighty Four Only

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 2.00 Rmt. 5193.37 Rupees Five Thousand One

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

150mm x 75mm x5 mm size by 12mm dia high tensile bolt with Two Rows of "W" Paise Thirty Seven Only

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 25.00 Smt. 12.70 Rupees Twelve And Paise

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

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

complete (SOR-H020) Only

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

road site 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 / 4.00 hour 1515.00 Rupees One Thousand Five

unloading work on site as directed. Hundred Fifteen Only

47 Providing Truck, Dumper (With diesel & driver). on hire charges with 5.00 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 of Quantity Unit Estimated rate Amount

specifications) Rate in In words

48 Road marking with hot applied thermoplastic paints with reflectorising glass 5.00 Smt. 367.72 Rupees Three Hundred Sixty

beads on bitumin surface providing and laying a hot applied thermoplastic Seven And Paise Seventy

compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm Two Only

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)

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

specifications) Rate in In words

49 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement 10.00 No. 326.23 Rupees Three Hundred

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

with micro prismatic lens capable of providing total internal reflection of the light Twenty Three Only

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 )

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

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

specifications) Rate in In words

Signature of the Contractor. Deputy Executive Engineer Executive Engineer

R & B Panchayat Sub Division R & B Panchayat Division

MANDVI- Kachchh Bhuj - Kachchh