Construction of Kanaji Khal Faliya to Kundal Faliya Joining Road (VRNP) Km.0/000 to 3/300 Ta-Dediapada Dist-Narmada under MMGSY (2025-26-Trible)

Name of Work :- Construction of Kanaji Khal Faliya to Kundal Faliya Joining Road (VRNP) km. 0/000 to 3/300 Ta. :-

Dediyapada Dist. :- Narmada under MMGSY (2025-26-Trible)

Taluka :Dediyapada District : Narmada

1 Construction of Kanaji Khal Faliya to Kundal Faliya Joining Road (VRNP) km. 0/000 to 3/300 Ta. :- Dediyapada Dist. :-

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Clearing and grubbing of road length including up rooting wild vegetation, grass, 1.32 Ha. 28455.09

bush shurbs, saplings and trees of girth up to 300 mm removal of stumps, of such

trees cut earlier and disposal of unserviceable material and stacking of serviceable

material (area of light density) by mechanical means in area of light jungle

2 Providing, laying and Spreading 150 mm Granular sub-base (Grade-I) by 2190.00 Cum 1296.84

providing close graded M.C.B.T. material in single layer with motor graderon

prepared surface, mixing by mix in place method with rotovator at OMC and

compacted with vibratory roller 80 to 110 KN static weight to achieve desire

density etc completed.

3 Providing and laying compacted WBM of Grading-I MCBT metal of size 63 mm 911.00 Cum 1719.02

to 45 mm in required layers including using 16% stone screening 13.2 mm size

and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in - Charge.

4 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 1877.00 Cum 1785.68

22.4 mm in required layers including using 24% stone screening 11.2 mm size

and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in - Charge.

5 Providing and laying 75 mm Compacted of Specified quarry Spall in side shoulder 281.00 Cum 1088.78

including carraige of material and spreading on prepared base including

compacting as per MOST Specification etc.. complete.

6 Earthwork in cuting in all sorts of soil and soft murrum including conveying and 20753.00 Cum 137.33

spreading the stuff, embankment as and where directed within 200meters from the

end of the cutting with all required lead and lift.

7 Earthwork in cutting including preparing the slope and camber andstacking or 6918.00 Cum 266.77

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

cutting with all lead and lift.(i) Hard murrum.

8 Earthwork in cutting including preparing the slope and camber andstacking or 6918.00 Cum 321.49

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

cutting with all lead and lift.(ii) Soft rock not requiring blasting.

9 Earthwork for embankment including breaking clods,dressing with all lead and lift 2145.00 Cum 170.51

and including watering rolling and consolidation of subgrade in layers at O.M.C.to

required dry density including filling the depression which occur during the

process using power roller 8T to10T.(C) From Borrow area within 1.0KM. lead

10 Rolling & watering of earthwork in layers with power roller including filling in 17294.00 Cum 23.18

depressions which occur during the process.

11 Providing and laying evenly Tack coat with Bitumen emulsion (RS-1) at the rate of 11354.00 Sq.mt 20.10

4.00 Kg / 10 Sq.M. on the prepare bituminous surface etc complete as directed

with all labour and materials

12 Providing and laying Tack coat with Bitumen emulsion (RS-1) at the rate of 2.50 11354.00 Sq.mt 12.73

Kg / 10 Sq.M. on the prepare bituminous surface etc complete as directed with all

labour and materials

02. Sch B_MMGSY Dediyapada_Kanaji Khal Faliya to Kundal Faliya Joining Road 2024-25 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

13 Providing & laying Bituminous grout 37.50 mm thick with asphalt of grade of VG- 852.00 MT. 2344.21

30 at the rate of 1.99% by weight of mix for mixing using B.T.Chips of required

gradation including cleaning and heating asphalt premix materials by hot mix

process in proper gradation and laying with paver finisher and consolidation by

roller of 8 to 10 tonnes including cost of all materials, Asphalt,aggregates, labour

Charges,royalty charges etc.completed as directed. including flushing key

aggregate @0.13 Cum/10 Sq.m.

14 Providing laying and rolling 25 mm thick open graded premixed bitumineous 597.00 MT. 2727.00

carpet with B.T. aggregate as specified and using bitumen grade VG-30 for

mixing with agreegate at the rate of 3.36 % i.e 33.60 kg/M.T. of total mix

including heating and mixing in drum mix plant and spreading the same with paver

finisher and consolidation with power roller including necessary firewood, oil,

lubricants, labour charges etc. using contractor's own drum mix plant and

equipment, tool etc. completed in accordance with the requirement of

15 Providing and laying seal coat with B.T aggregate as specified using aggregate at 307.00 M.T 3168.37

the rate of 0.18 cum/10 Sqmt and bitumen grade VG-30 for mixing with aggregate

at the rate of 4.5 % i.e 45.00 Kg/M.T of total mix including heating and mixing in

drum mix plant and spreading the same by paver finisher and consolidation with

Power roller including necessary fire wood oil, lubricans ,labour charges using

conractor's own drum mixplant, machineries and equipment ,tools ( including

flushing & screened stone dust etc .complete in accordance with the requirement

of specification.

16 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix C.C 360.00 Cum 4931.83

Road laid as directed including temping, vibrating, finishing, curing and filling in

joints with bitumen etc as per Engineer Incharge.

17 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 4.00 Nos. 704.33

necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including

painting,lettering etc. complete (For O.D.R road V.R.)

18 Providing and fixing hectometer as per I.R.C. type design including painting, 14.00 Nos. 356.50

lettering etc. complete. (I)Fixing in C.C. 1:5:10

19 Providing and fixing guard stone as per I.R.C., type design including white 150.00 Nos. 350.80

washing etc. complete. (I)Fixing in C.C. 1:5:

20 Citizen' s information Board- Providing and fixing of typical information board as 1.00 Nos. 23756.21

per instruction. Two MS plates of 1.6 mm thick, of 900 mm x 750mm size fixed at

top & bottom duly welded with MS angles of 25 x 25 x 5 mm thick M.S plate

shall be welded by two vertical M.S flats & four horizontal M.S flates 5 mm thick

to 75 mm x 75 mm of 12 SWG square tubes posts duly embedded in cement

concrete M-15 grade blocks of 600mm x 600mm x 750 mm, below ground level.

Painting New letters & figure of any shade with ready mixed synthetic enample

paint of superior quality in required shade and colour, All sections of framed

posts and steel tube will be painted with primer and two coats of epoxy paints as

per detailed drawing

21 Providing and fixing Junction board of M.S. plates and angles as per standard 2.00 Nos. 5236.70

I.R.C. design including fixing in C.C. 1:4:8 with necessary excavation painting

figuring and lettering on board etc. complete as per detailed drawing

02. Sch B_MMGSY Dediyapada_Kanaji Khal Faliya to Kundal Faliya Joining Road 2024-25 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

22 Road marking with hot applied thermoplastic paints with reflectorising glass beads 850.00 Sq.mt 367.72

on bitumin surface providing and laying a hot applied thermoplastic compound

mm thick including reflectorising glass beads @ 250gms per sqm area, thickness

of 2.5mm is excluding of surface applied glass beads 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 colour marking should

provide liminance coefficinet on cement 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.

23 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 27.00 Nos. 3711.75

sheet / 3mm ACP (Aluminum composite Panel); size 60x50 cm as per design of

IRC-67-2012. Pre treated with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised

with Micro Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as required and frame fabricated from suitable size iron

angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and

white bends. the details of symbol or inscription / numerals for each board shall be

as per the instruction 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 warranty for 7 years

for the Retro reflective sheeting from originaa manufacturer & a certified

24 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2.00 Nos. 5045.36

2mm aluminium sheet; size 90 x 60cms. rectangle as as per the design of IRC-67-

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

refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals

should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated

from suitable size iron angle of 50 x 50 x 5mm painted with best quality epoxy

coatings in black and white bends. the details of symbol or inscription / numerals

for each board shall be as per the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including

excavation curing etc. complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

25 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 58.00 Nos. 2423.74

aluminium sheet; size 90 x 30cms. rectangle as as per the design/drawing attached

(IRC) pretreated with phospheting process & acid etching; coated with one coat

of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post

and frame fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x

5mm painted with best quality epoxy coatings The fixing at site shall be

in 1:2:4 CC block of size 45x45x 60cms. for each leg. including excavation curing

etc. complete under the supervision of engineer in charge.(A) Engineer

02. Sch B_MMGSY Dediyapada_Kanaji Khal Faliya to Kundal Faliya Joining Road 2024-25 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

26 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 26.00 Nos. 3808.66

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

67-1977. 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)

27 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 812.00 Nos. 217.40

polycarbonate and ABS moulded body and reflective panels with Micro prismatic

lens (No Glass bead 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 body of the marker should having finger grip for easy and accurate

placement and application with epoxy / bituminous Adhesive as recommended by

the manufacturer of the marker. The colour of the marker should be as per the IRC

35-2015 and as directed by Engineer-in-charge.

28 Supply & fixing logo board of MMGSY and Vanbandhu Kalyan Yojana diamond 2.00 No. 4050.10

size (600mm x 600mm) 16 Gauge & board plate size (900mm x 250mm)

Gauge thick M.S plate and 2.40 mt. deep length single angle 75 x 75 x 6 mm size

including fitting and painting lettering with luminous color as per drawing etc.

29 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 527.00 Cum 259.94

useful materials and disposing of the excavated stuff upto 50 meter lead.(B) Dense

30 Providing and filling in foundation with ordinary Cement concrete M-100 mix and 444.00 Cum 3211.27

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

31 Providing and casting in situ ordinary cement concrete M-150 mix and 2219.00 Cum 3787.50

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-Groves. (A) Height from

32 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 75.00 Rmt 1053.39

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal

diameter. (i) 300 mm dia.

33 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 247.50 Rmt 6621.26

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal

diameter. (iv) 1200 mm dia.

34 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 14166.00 Kgs. 77.29

binding and placing in position complete upto floor two level

35 Filling around the pipes with murrum including dressing, tampering etc. complete. 913.00 Cum 90.64

36 White washing with lime on wall surface (two coats) to give an even shade 1272.00 Sq.mt 13.00

including thoroughly booming the surface to remove all dirt, dust; mortar drops

and other foreign matter.

02. Sch B_MMGSY Dediyapada_Kanaji Khal Faliya to Kundal Faliya Joining Road 2024-25 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

37 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 719.00 No 88.76

of 100mm including laying in proper grede and jointing the completed as per

detailed specification.

38 Providing and laying filter Media 600mm thick directed at the back of abutments, 769.00 Sq.mt 1268.87

returns and wing walls as per detailed specifications.

39 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 400.00 Rmt. 3496.62

beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,

cm above road/ground level, fixed on ISMC series channel vertical post, 150 x

x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all

steel parts and fitments to be galvanised by hot dip process, all fittings to conform

to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a

spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause

40 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 126.00 Cum 523.29

including shoring, strutting dewatering as necessary and disposing of the

excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m for 10 Cum

41 Excavation for foundation upto 1.5 m depth including sorting out and stacking of 1129.00 Cum 458.30

useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft

Rock not Requiring Blasting

42 Excavation for foundation in hard murrum and boulders and very stiff or sticky, 294.00 Cum 625.88

clays and other similar strata including shoring and strutting and dewatering as

necessary and disposing of the excavated stuff as directed .

43 Excavation in large boulders and soft rock by welding including shoring, strutting 98.00 Cum 733.63

and dewatering as necessary and disposing of the excavated stuff as directed.

44 Providing and filling in foundation with ordinary Cement concrete M‐150 mix and 67.00 Cum 3581.46

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

45 Providing & casting in situ ordinary cement concrete M-200 mix and providing 449.00 Cum 4158.17

necessary pin headers including shuttering, scaffolding, laying, vibrating, curing

and finishing complete without V-Groves.(A) Height from 0.0 M. to 5.0 M.

46 Providing & casting in situ ordinary cement concrete M-200 mix and providing 21.00 Cum 4665.19

necessary pin headers including shuttering, scaffolding, laying, vibrating, curing

and finishing complete without V-Groves.(B) Height from 5.0 M. to 10.0 M.

47 Providing and placing in position I.S.I. mark steel bar reinforcement (T.M.T.) of 23.18 MT. 73539.17

grade Fe-500D for following items including cutting, bending, hooking, tying etc.

complete as per detailed drawings and specifications for various structural

48 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. 23.00 Cum 5177.26

works in pier cap abutment cap and dirt wall including controlled cement concrete

M-300 Bed block or pedestal or required size below bearings as per detailed

drawings, centering, scaffolding, curing &, vibrating & finishing etc. competed.

49 Providing and casting in situ controlled cement concrete M-250 for R.C.C.solid 159.00 Cum 5243.92

slab including centering, scaffolding, curing and finishing complete.

50 Providing and casting in situ controlled cement concrete M-250 for average 75 12.00 Cum 5171.20

mm thick wearing coat laid as directed dincluding tamping, vibrating, finishing,

curing and fillingin joints with bitumen complete

02. Sch B_MMGSY Dediyapada_Kanaji Khal Faliya to Kundal Faliya Joining Road 2024-25 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

51 Providing and fixing mild steel dowel bars of minimum 32mm dia. for anchoring 52.00 Rmt 545.10

by drilling holes in foundation strata including necessary bending, hooking of

dowel bars and grouting the holes complete as per detailed drawing and as

52 Providing and fixing in position FE 500D steel dowel bars in pier caps or 12.00 Each 456.52

abutment caps for anchorage in fixed end as per detailed drawings including

cutting, bending and welding complete.

53 Providing and fixing in position FE 500D steel dowel bars in pier caps or 12.00 Each 534.29

abutments caps for anchorage in free end as per detailed drawing including

cutting, bending and welding complete.

54 Providing and filling sand behind abutments and between returns in layers as 460.00 Cum 478.83

55 Provding P.V.C. 100 mm diameter water spouts including necessary iron gratings 15.00 Nos. 159.37

as per drawings.

56 Providing of an reinforced cement concrete crash barrier at the edges of the 62.00 Rmt 1380.67

bridge, approached to bridge structure, constructed with M-250 grade cocncrete

with fe 500 D reinforcement conforming to IS 1786 with asphalt filler joint at

every 10 meter and painting on cocnrete surface 15cm yellow and black alternate

as per detailed drawing and engineer in charge.

57 Providing Pre-moulded asphalt filler joints as per drawings.(A) 12mm 23.00 Sq.mt 703.53

58 Providing and Laying Tar Paper Bearing as per directed engineer in charge. 3.00 Job 5000.00

59 STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium sheet; 2.00 Nos. 4676.06

size 90 x 90cms. rectangle as per thedesignof IRC-67-1977 pre treated with

phospheting process& acidteching; coated with one coat of epoxy primer andtwo

coats ofbest quality epoxy paint; reflectorised withretro refiectivesheeting as per

latest M.O.S.T. Specifications;3.1m long standpost and frame fabricated from

suitable sizeiron angle of 35 x35 x 3mm 75x75x6mm as required;painted with best

qualityepoxy coatings in black and whitebends. the details of symbolfor each

board shall be as perthe instruction of engineer incharge. The fixing at site shallbe

in 1:2:4 CC block of size 45 x45 x 60cms. for each leg.including excavation

curing tec.complete under thesupervision of engineer in charge.(A)Engineer

60 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm 18.00 Nos. 3439.81

aluminium sheet; size 60cms. diameter circle as per the design of IRC-67-1977 pre

treated with phospheting process & acid eteching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required;

painted with best quality epoxy coatings in black and white bends. the details of

symbol for each board shall be as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg.

including excavation curing etc. complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

Rupees Four Crore Fifty Lakh(s) Seven Thousand Six Hundred Seventeen And Paise Eighteen Only

I / We am / are willing to carryout the work at ………..% above/Below percent (………………………. Percent above/Below)

(Should be written in figure and words) of the estimated rates mentioned above. Amount of my / our tender worked out as

Estimated amount put to tender Rs: ……………. Estimated amount put to tender Rs: …………...

Deduct……% below Rs: …………………………. Add……% above Rs: ………………………….…

02. Sch B_MMGSY Dediyapada_Kanaji Khal Faliya to Kundal Faliya Joining Road 2024-25 Page

Item of work Quantities Rate in Amount

02. Sch B_MMGSY Dediyapada_Kanaji Khal Faliya to Kundal Faliya Joining Road 2024-25 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

(Please strike out which ever is not applicable.)

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C

Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement

consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Quantities rate and wordings of items are as per estimate and calculation in the Sch. - B are airthmatically checked.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Sr.Divisional Account Officer Dy.Executive Engineer

Panchayat (R & B) Division Panchyat (R & B) Sub Division

Rajpipla Dediyapada

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

02. Sch B_MMGSY Dediyapada_Kanaji Khal Faliya to Kundal Faliya Joining Road 2024-25 Page