Resurfacing and Strengthening of Various Road Under MMGSY (Trible) of Nandod Taluka District-Narmada Pkg No.2025-26/04 (Total-2 Roads, Total Km. 3.80 Km)

Name of Work :- Resurfacing and Strengthening of Various Road Under MMGSY (Trible) of Nandod Taluka District:-

Narmada. Pkg.No. 2025-26/04 (Total 2 Roads,Total Km. 3.80Km)

Taluka :Nandod District : Narmada

1 Resurfacing and Strengthening of Torana Dhanpor Road (VRNP) Km. 0/000 to 2/050 Ta.:- Nandod Dist.:- Narmada Under

MMGSY (2025-26 Trible)

2 Resurfacing and Strengthening of Sanadra Junaghata Road (VRNP) Km. 0/000 to 1/750 Ta.:- Nandod Dist.:- Narmada

Under MMGSY (2025-26 Trible)

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, 0.87 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 Scarifying & removing bitumen macadam surface including Completely removing 225.00 Sq.mt 42.59

out the entire existing bituminous surface, stacking useful materials on road side

and disposing off remaining stuff. complete. as per instruction in Charge Engineer

3 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 182.00 Cum 1150.80

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.

4 Providing and laying Compacted of Specified quarry Spall in side shoulder 307.00 Cum 601.93

including carraige of material and spreading on prepared base including

compacting as per MOST Specification etc... complete.

5 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 1449.00 Cum 137.33

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

between top edge and cutting and toe of spoil bank.

6 Rolling & watering of earthwork in layers with power roller including filling in 1449.00 Cum 23.18

depressions which occur during the process.

7 Providing and laying evenly Tack coat with Bitumen emulsion (RS-1) at the rate of 2330.00 Sq.mt 19.83

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

with all labour and materials

8 Providing and laying Tack coat with Bitumen emulsion (RS-1) at the rate of 2.50 26330.00 Sq.mt 12.63

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

labour and materials

9 Providing & laying Bituminous grout 37.50 mm thick with asphalt of grade of VG- 1076.00 MT. 1999.24

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.

10 Providing laying and rolling 25 mm thick open graded premixed bitumineous 753.00 MT. 2441.96

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

02. Sch B_MMGSY_Nandod_pkg 04 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

11 Providing and laying seal coat with B.T aggregate as specified using aggregate at 388.00 M.T 2874.68

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.

12 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 5.00 Nos. 704.33

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

painting,lettering etc.

13 Providing and fixing hectometer as per I.R.C. type design including painting, 16.00 Nos. 356.50

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

14 Citizen' s information Board- Providing and fixing of typical information board as 2.00 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

15 Providing and fixing Junction board of M.S. plates and angles as per standard 3.00 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

16 Road marking with hot applied thermoplastic paints with reflectorising glass beads 760.00 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.

17 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 30.00 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 copy of

3 year outdoor exposure test report from third party test lab for the product offered

shall be submitted by contractor. (A) Class-B Type-4 Retro Reflective sheeting

02. Sch B_MMGSY_Nandod_pkg 04 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

18 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 4.00 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)...

19 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 12.00 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 Grade(VR)...

20 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 14.00 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)

21 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 423.00 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.

22 Supply & fixing logo board of MMGSY and Vanbandhu Kalyan Yojana diamond 4.00 No. 4256.14

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.

23 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 512.00 Cum 259.94

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

02. Sch B_MMGSY_Nandod_pkg 04 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

24 Providing and filling in foundation with ordinary Cement concrete M-100 mix and 25.00 Cum 3211.28

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

25 Providing and casting in situ ordinary cement concrete M-150 mix and 458.00 Cum 3787.50

providing necessary pin headers including shuttering, scaffolding, laying,

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

26 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 1296.00 Kgs. 77.29

binding and placing in position complete upto floor two level

27 White washing with lime on wall surface (two coats) to give an even shade 244.00 Sq.mt 13.00

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

and other foreign matter.

28 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 290.00 No 88.76

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

detailed specification.

29 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium 2.00 Nos. 3856.90

sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; coated with one coat of epoxyprimer and

two coats of best qualityepoxy paint; reflectorised with retro refiective sheeting as

per latest M.O.S.T. Specifications; 3.1m long stand postand frame fabricated from

suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as required; painted with

best qualityepoxy coatings in black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall be as per the instruction

ofengineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x

60cms. for each leg. including excavation curing tec. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)...

30 Providing & Fixing " FLOOD GUAGE POST" on Causeway / dip having 2.00 Nos. 1988.69

(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.

31 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 200.00 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

32 Providing and supplying mechnically double twisted highly galvanized with 525.00 Cum 3451.17

(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.

02. Sch B_MMGSY_Nandod_pkg 04 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

33 Providing and laying Nonwoven Geo Fabric Filter over the excavated surface as 385.00 Sq.mt 101.00

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

tidal range etc. complete.

Rupees One Crore Fourteen Lakh(s) Fifty Eight Thousand Nine Hundred Ninety Two And Paise Sixty

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.

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

02. Sch B_MMGSY_Nandod_pkg 04 Page