Resurfacing and strengthening to various Roads of Lunawada Taluka under MMGSY 2026-27 Package No 4 (Total-2 Road) Dist.Mahisagar

Name of work:- Resurfacing and Strengthening to various Roads of Lunawada Taluka under

MMGSY 2026-27 Package No 4 (Total-2 Road) 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] 2.35 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] 1333.40 including filling in depressions which occur during 22.96 0.00

Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at

[7] 6163.50 O.M.C. to required dry density including filling the 177.91 Cum

depression which occur during the process using

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

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

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

Supplying and fixing reinforced concrete heavy duty

non-pressure pipes with collars for culverts including

[11] 120.00 setting and joining the pipes in C.M. 1:2 watering and 4710.56 Rmt

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

of following internal diameter. (iv) 900 mm dia.

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

[12] 4440.00 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

[14] 354.00 of serviceable materilas and disposal of unserviceable 1082.35 Cum

materials with all lead and lift. (i) R.C.C. work

Proivding temporay all weather and Fair weather

diversion suitable for traffer is during the

[15] 14.00 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 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

[17] 1346.00 asphalt premix materials by hot mix process in 2902.82 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

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.

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 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

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

[21] 24.00 design including painting, lettering etc. complete. (I) 116.08 Nos

Fixing in earth

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

[22] 152.00 design including white washing etc. complete. (I) 104.22 Nos

Fixing in earth

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

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

[23] 4.00 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.

[24] 19.00 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

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 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

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

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 4280 Type H and

complying to Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97 Ð DO III Dt 11.06.

[26] 921.00 1997. The height, width and length shall not exceed 217.40 Nos

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.

Village name/ Bump Ahed sign :-Providing and fixing

sing boards made out of 2mm aluminium sheet; size

90 x60cms. 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 retrorefiective 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 x60cms. 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

Cautionary Warning Sign :-Providing and fixing sing

boards made out of 2mm aluminium sheet; size 90 x

90 x90 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 frame

[28] 10.00 fabricated from suitablesizeiron angle of 35 x 35 x 3808.66 Nos

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)

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

[29] 10.00 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

[30] 7.00 fabricated from suitable size iron angle of 35 x 35x 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)....

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

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

latest M.O.S.T. Specifications 3.1m long stand post and

frame fabricated from suitablesize 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)...

"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

mm thick to 75 mm x 75 mm of 12 SWG square tubes

[33] 2.00 posts duly embedded in cement concrete M-15 grade 23251.21 Nos

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)

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

x 75 x 5 mm, 330 mm long complete as per clause

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

One Crore Ninety One Lacs Eleven Thousand Seven Hundered Ninety One Rupees and Thirty Seven 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

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. -9555.80 must be recovered from Contractor's 1st R.A Bill.

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