Construction of Various Road of Nandod Taluka Under MMGSY (Trible) District-Narmada Pkg No.2025-26/06 (Total-2 Roads, Total Km. 4.7 Km)

Name of Work :- Construction of Various Road of Nandod Taluka Under MMGSY (Trible) District:- Narmada. Pkg.No.

2025-26/06 (Total 2 Roads,Total Km. 4.7Km)

Taluka :Nandod District : Narmada

1 Construction of Shaherav to Tankari Road (VRNP) km.0/000 to 3/000 Ta. :-Nandod Dist. :- Narmada

2 Construction of Vandariya to Tekara Faliya Road (VRNP) km. 0/000 to 1/700 Ta. : Nandod Dist. :- Narmada

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.

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 2944.00 Cum

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 1250.00 Cum

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 2526.00 Cum

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 Compacted of Specified quarry Spall in side shoulder 377.00 Cum

including carraige of material and spreading on prepared base including

compacting as per MOST Specification etc... complete.

6 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 1454.00 Cum

putting the stuff in spoil bank maintaining minimum distance of five meter

between top edge and cutting and toe of spoil bank.

7 Earthwork for embankment including breaking clods, dressing with all lead and 5013.00 Cum

lift (including watering and consolidation) (A) From Borrow pits within land

8 Rolling & watering of earthwork in layers with power roller including filling in 1019.00 Cum

depressions which occur during the process.

9 Providing and laying evenly Tack coat with Bitumen emulsion (RS-1) at the rate of 15431.00 Sq.mt

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

with all labour and materials

10 Providing and laying Tack coat with Bitumen emulsion (RS-1) at the rate of 2.50 15431.00 Sq.mt

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

labour and materials

11 Providing & laying Bituminous grout 37.50 mm thick with asphalt of grade of VG- 1158.00 MT.

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.

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

12 Providing laying and rolling 25 mm thick open graded premixed bitumineous 811.00 MT.

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

13 Providing and laying seal coat with B.T aggregate as specified using aggregate at 418.00 M.T

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.

14 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix C.C 316.00 Cum

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

joints with bitumen etc as per Engineer Incharge.

15 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 6.00 Nos.

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.)

16 Providing and fixing hectometer as per I.R.C. type design including painting, 19.00 Nos.

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

17 Providing and fixing guard stone as per I.R.C., type design including white 168.00 Nos.

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

18 Citizen' s information Board- Providing and fixing of typical information board as 2.00 Nos.

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

19 Providing and fixing Junction board of M.S. plates and angles as per standard 4.00 Nos.

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

20 Road marking with hot applied thermoplastic paints with reflectorising glass beads 995.00 Sq.mt

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.

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

21 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 21.00 Nos.

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

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

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)...

23 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 8.00 Nos.

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

24 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 18.00 Nos.

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)

02. Sch B_MMGSY Nandod 2025-26_Pkg. 06 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

25 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 683.00 Nos.

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.

26 Supply & fixing logo board of MMGSY and Vanbandhu Kalyan Yojana diamond 4.00 No.

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.

27 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 1068.00 Cum

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

28 Providing and filling in foundation with ordinary Cement concrete M-100 mix and 194.00 Cum

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

29 Providing and casting in situ ordinary cement concrete M-150 mix and 546.00 Cum

providing necessary pin headers including shuttering, scaffolding, laying,

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

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

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.

31 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 67.50 Rmt

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. (ii) 450 mm dia.

32 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 37.50 Rmt

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) 900 mm dia.

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

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, 7817.00 Kgs.

binding and placing in position complete upto floor two level

35 Filling around the pipes with murrum including dressing, tampering etc. complete. 82.00 Cum

36 White washing with lime on wall surface (two coats) to give an even shade 137.00 Sq.mt

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

and other foreign matter.

37 Dismentaling the existing structure including removing and stacking the 190.00 Cum

dismentelled materials as and where directed. (B) R.C.C. work

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

38 Providing & Fixing " FLOOD GUAGE POST" on Causeway / dip having 4.00 Nos.

(Channel size 100 x 50 mm) i.e. C.C. 1:2:4 in headwall, i.e. Painting & lettering

with ordinary paint colour as per instruction of engineer in charge.

02. Sch B_MMGSY Nandod 2025-26_Pkg. 06 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

39 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 120.00 Rmt.

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 Providing and filling in foundation with ordinary Cement concrete M‐150 mix and 150.00 Cum

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

41 Providing and laying in position FE 500D TMT bar reinforcement including 2.86 MT.

cutting, bending, hooking and tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns

42 Providing and casting in situ controlled cement concrete M-250 for average 75 28.00 Cum

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

curing and fillingin joints with bitumen complete

43 Providing and fixing Number plate of Marble plate stone of required size set in 2.00 Nos.

C.M. 1:4 including finishing and engeaving letters etc. completes.

44 Providing and supplying mechnically double twisted highly galvanized with 1035.00 Cum

(PVC) Polyvinyl Chloride coating gabions made of mesh size 10 x 12 cm woven

wire (3.00mm dia), tying with lacing wire of dia 2.2mm, as per ASTM A975-97,

size of gabion, including providing and laying stones in the gabions and arranging

them in a required manner in the section or such other structure with arranging in

required layer thickness and arranging gabions , with the crane if required (if

required as per drawings or as directed ) with all material , labour , tools, lead and

lift etc. comp.

45 Providing and laying Nonwoven Geo Fabric Filter over the excavated surface as 743.00 Sq.mt

perspecification including stiching with overlap to design profile as per directed in

tidal range etc. complete.

46 Providing and Casting in situ controlled CementConcrete M-200 for R.C.C. Raft 72.00 Cum

and cutt-off wallsincluding necessary shuttering laying, vibrating,ramming and

curing complete.

Rupees Two Crore Sixty Lakh(s) Sixty Two Thousand Ninety seven And Paise seventeen 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: ………………………….…

(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.

5 Credit of Dismentalled /Reuse materils amounting of Rs. 18097.88 Must be fully recovered from respective 1st R.A. Bill Of Contractor's.

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

02. Sch B_MMGSY Nandod 2025-26_Pkg. 06 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

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 Rajpipla

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

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