Resurfacing and Strengthening to Naroda thi Bhagora Faliya Road of Khanpur Taluka under MMGSY 2026-27 Dist.Mahisagar

Name of work:- Resurfacing and Strengthening to Naroda thi Bhagora Faliya Road of

Khanpur Taluka under MMGSY 2026-27 Dist.Mahisagar

BILL OF QUANTITIES

estimated Estimated Rates Total Amount

estimated Estimated Rates Total Amount

but may be Item of work Unit According to

more or In Figure Estimated Quantities

Clearing and Grubbing road land including uprooting

rank vegetation, grass brushes, shrubs, spalling and

trees girth up in 300 mm removal of stumps of trees

[1] 1.15 cut earlier &disposal of unservicable material and 28455.09 Hectare

stacking of serviceable material, Clause-2 C1.1 (area

of light Density) By mechanical means in area of light

Scarifying gravelled macadam or bitumen macadam

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining

Providing and laying compacted WBM of Grading-II

MCBT metal of size 45 to 63mm in required layers

including using 16% stone screening, 13.2mm size

and 8% stone dust as filler including spreading

watering & consolidation by vibratory roller etc.

Providing and laying Compacted of Hard Murrum in

side shoulder / Raise Up inclu. carraige of material

and spreading on prepared base including

compacting as per MOST Specification etc... complete.

Earthwork in cutting including preparing the slope

and camber andstacking or utilising the cutting stuff

in bank as directed upto 200 Meters from the end of

cutting with all lead and lift.

Rolling of earthwork in layers with power roller

[6] 652.50 including filling in depressions which occur during 22.87 Cum

Earthwork for embankment including breaking

clods, dressing with all lead and lift and including

watering rolling and consolidation of subgrade in

[7] 3620.90 layers at O.M.C. to required dry density including 177.91 Cum

filling the depression which occur during the process

using power roller 8T to 10T.(E) From Borrow area

within 3.0KM. lead

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

Providing and filling in foundation with ordinary

Cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.(More than 10 ton)

estimated Estimated Rates Total Amount

estimated Estimated Rates Total Amount

but may be Item of work Unit According to

more or In Figure Estimated Quantities

Providing and casting in situ ordinary cement

concrete M-150 mix and providing 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.(More Than

Supplying and fixing reinforced concrete heavy duty

non-pressure pipes with 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)

Providing TMT Bar FE 500D reinforcement for R.C.C.

[12] 2479.50 work including bending, binding and placing in 77.29 Kg

position complete upto floor two level

White washing with lime on wall surface (two coats)

to give an even shade including thoroughly booming

the surface to remove all dirt, dust; mortar drops and

other foreign matter.

Demolition the existing structure including stacking

of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (i)

Proivding temporay all weather and Fair weather

diversion suitable for traffer is during the

[15] 2.00 construction period of the Bridge including providing 2020.00 Lump

necessary drains and all safety measures including

red / signals at night for traffic etc. complete.

Providing and laying weep hole in Aburtments, and

returns by using A.C. pipe of 100mm including laying

in proper grede and jointing the completed as per

detailed specification.

Providing and filling sand in between the top and

[17] 282.00 bottom plugs with good sand in layers including 394.19 Cum

compacting as directed.

Providing and casting in situ controlled cement

concrete M-250 for average 75 mm thick wearing

[18] 17.00 coat laid as directed dincluding tamping, vibrating, 5450.90 Cum

finishing, curing and filling in joints with bitumen

Providing and laying bituminius spray grout base

course in 37.50 mm thick with bitumen of grade ( VG-

30 ) at the rate of 1.99 % by weight of mix for mixing

& 4.00 Kg/10 Sqm for tack coat and using B.T chips

of required gradation including cleaning and heating

[19] 588.00 asphalt premix materials by hot mix process in 2900.80 MT

proper gradation and laying with paver finisher and

consolidation by power roller of 8 to 10 tonne

including cost of all materials . Asphalt aggregates,

labour charges royalty charges etc complete as

estimated Estimated Rates Total Amount

estimated Estimated Rates Total Amount

but may be Item of work Unit According to

more or In Figure Estimated Quantities

Providing laying & rolling 25m m thick open graded

premixed bitumineous carpet with B.T. aggregate as

specified and using bitumen grade (VG-30) for tack

coat at the rate of 2.50 kg./10 Sq.M. and using

bitumen for mixing with agreegate at the rate of

% i.e 33.60 kg/M.T. of total mix including heating

&mixing in drum mix plant &spreading the same

with paver finisher and consolidation with power

roller inclu.necessary fire wood, oil, lubricants,

labour charges etcusing contractor's own drum mix

plant and equipment, tool etc. compl. in accordance

with the require-ment of specification.

Providing and laying sealcoat with B.T. agreegate as

specified using agreegate at the rate of 0.18 Cu.mt /

10 Sq.M. and bitumen grade (VG 30) for mixing with

agreegate at the rate of 4.50 % i.e 45 Kg/M.T. of total

weight of mix .Hot mix laying process is including

heating the asphalt aggregate continous batching,

transporting the mix and spreading the same by

paver roller including necessary firewood, oil,

lubricants, labour charges higher charges of

machinery etc.complete. Mix zycotherm in hot

asphalt binder in bitumen storage tank as per

guideline of the manufacturer.

Providing and fixing ordinary kilometer stone of

approved hard stone as per I.R.C type desing in C.C.1

4 8 including painting lettering etc, complete (For

Providing and fixing hectometer as per I.R.C type

[23] 12.00 design including painting, lettering etc. complete. (I) 116.08 Nos

Fixing in earth

Providing and fixing guard stone as per I.R.C type

[24] 72.00 design including white washing etc. complete. 104.22 Nos

(I) Fixing in earth

Providing and fixing Junction board of M.S. plates and

angles as per standard I.R.C. design including fixing

[25] 2.00 in C.C. 1:4:8 with necessary excavation painting 5236.70 Nos

figuring and lettering on board etc. complete as per

detailed drawing

Supplying and fixing road sign board of M.S. plates

and angle iron including painting, lettering etc.

[26] 12.00 complete including fixing in C.C. 1:4:8 with necessary 3072.99 Nos

excavation etc. complete as per I.R.C. type design.(ii)

Reflective type

estimated Estimated Rates Total Amount

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but may be Item of work Unit According to

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Road marking with hot applied thermoplastic paints

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising

glass beads @ 250gms per sqm 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

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

Cat Eye / Road Stud / RPM: Supplying Raised

Pavement Markers made of 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

Type H and complying to Specifications of Category A

of MORTH Circular No RW/NH/33023/10-97 Ð DO

[28] 545.00 III Dt 11.06. 1997. The height, width and length shall 217.40 Nos

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 +/- 5 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 color of the marker

should be as per the IRC 35-2015 and as directed by

Engineer-in-charge.

estimated Estimated Rates Total Amount

estimated Estimated Rates Total Amount

but may be Item of work Unit According to

more or In Figure Estimated Quantities

Village name/ Bump Ahed sign :-Providing and fixing

sing boards made out of 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)...

Cautionary Warning Sign :-Providing and fixing sing

boards made out of 2mm 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 retrorefiectivesheeting as per

latest M.O.S.T.Specifications;3.1m long stand postand

[30] 5.00 frame fabricated from suitable sizeiron angle of 35 x 3808.66 Nos

35 x 3mm, 75 x 75 x 6mm as required; painted with

bestquality epoxy coatings in black andwhite bends.

The details of symbol for each board shall be as per

theinstruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC block of 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)

estimated Estimated Rates Total Amount

estimated Estimated Rates Total Amount

but may be Item of work Unit According to

more or In Figure Estimated Quantities

Regulatory/Mandatory signs :Providing and fixing

sing boards made out of 2mm aluminium sheet; size

60cms. diameter circle as per the design of IRC-67-

1977 pretreated with phospheting process & acid

eteching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint; reflectorised

with retrorefiective sheeting as per latest M.O.S.T.

Specifications;3.1m long stand post and frame

[31] 5.00 fabricated from suitable size iron angle of 35 x 35 x 3439.81 Nos

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 x60cms. for

each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

STOP SIGN:-Providing and fixing sing boards made

out of 2mm aluminium sheet; size 90 x 90cms.

rectangle as per the design of IRC-67-1977 pre

treated with phospheting process & acid teching;

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

[32] 4.00 fabricated from suitable size iron angle of 35 x 35 x 4676.06 Nos

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 tec. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

Hazard Marker Sign :-Providing and fixing sing

boards made out of 2mm 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

[33] 2.00 latest M.O.S.T. Specifications; 3.1m long stand post 2423.74 Nos

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

estimated Estimated Rates Total Amount

estimated Estimated Rates Total Amount

but may be Item of work Unit According to

more or In Figure Estimated Quantities

"LOGO" Board : Supplying & Fixing logo board of

MMGSY Diamond size (600 mm x 600 mm) 16 gauge

& board plate size (900 mm x 250 mm) 16 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.

Citizen' s information Board- Providing and fixing of

typical MMGSY information board as 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

75mm, 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 drawing Clause 1701 and

Annexure 1700.1 (10.16)

Water Level Indicator / Depth Gauge :- Providing and

fixing Water Level Indicator or depth gauge painted

on TW plank 25mm / MS plate 4 mm thick float, level

indicator sliding wire on standard pulleys incl.

necessary arrangement to prevent the swinging etc.

complete with calibration up to 5 mt height.

Type - A, "W" : Metal Beam Crash Barrier (Providing

and erecting a "W" metal beam crash barrier

comprising of 3 mm thick corrugated sheet metal

beam rail, 70 cm above road/ground level, fixed on

ISMC series channel vertical post, 150 x 75 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

Eighty Eight Lacs Eighty Four Thousand Eight Hundered Ten Rupees and Eighteen Paisa

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 tender Estimated Amount put to tender

In Words In Words

estimated Estimated Rates Total Amount

estimated Estimated Rates Total Amount

but may be Item of work Unit According to

more or In Figure Estimated Quantities

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 shall be made.

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 materials of Diversion & CD Work amount of Rs…................... must be recovered from Contractor's

Dated Signature Deputy Executive Engineer Divisional Accounts officer Executive Engineer

the Contractor. R & B (P) Sub Division R & B (P) Division R & B (P) Division

Lunawada Mahisagar Mahisagar