MMGSY 2026-27 (96-5054-04-796-02 SR 12) Construction of Various Road in Ahwa Taluka Dist. Dang. Package No- 1 (Total 3 Roads ,3.15 Km) (1)Resufacing of Nichala Faliya To Vangan Faliya (Chikhali) Road km 0/0 To 1/500 (2) Resufacing of Barmiawad Mandir Faliya Road. km 0/0 To 1/200 (3) Resufacing of Barmiawad Main Road To Anganwadi Road. km 0/0 To 0/450 Ta. Ahwa Dist. Dang.

Name of work: MMGSY 2026-27 (96-5054-04-796-02 SR 12)

Construction of Various Road in Ahwa Taluka Dist. Dang. Package No- 1 (Total

Roads ,3.15 Km) (1)Resufacing of Nichala Faliya To Vangan Faliya (Chikhali) Road

km 0/0 To 1/500 (2) Resufacing of Barmiawad Mandir Faliya Road. km 0/0 To 1/200

(3) Resufacing of Barmiawad Main Road To Anganwadi Road. km 0/0 To 0/450 Ta.

Ahwa Dist. Dang.

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Unit Total

No. estimated but In figures Amount

may be more or Rs. Ps. according to

1 0.95 Hect. Clearing and grubbing road land including uprooting 34889.38 Hect.

rank vegetation grass bushes,shrubs,sapling and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials(D) By

mechanical means in area of thorny jungle

2 6430.50 Sq.mt. Scarifying gravelled macadam or bitumen macadam 43.77 Sq.mt.

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining stuff.

3 2835.00 Cu.mt. Earthwork in cutting in all sorts of soil and soft murrum 112.02 Cu.mt.

including conveying and putting the stuff in spoil bank

maintaining minimum distance of five meter between

top edge and cutting and toe of spoil bank.

4 112.50 Rmt Supplying fixing & joining reinforced concret heavy 1968.38 Rmt

duty non pressure pipe carrying indian railway standard

with collars for culverts carring heavy traffic as per

Indian railway standard specification including setting

and joining the pipe in cement mortar 1:2 watering or

laying (to level and slope) of I.S.class NP-3 600mm dia

5 378.00 Cu.mt. Supplying Stacking and Spreading the Hard Murrum 849.61 Cu.mt.

including rolling and watering etc. Complete.

6 183.00 cu.mt. Construction of granular sub-base by providing coarse 1266.50 cu.mt.

graded material grading-II, spreading in uniform layers

with motor grader on prepared surface, mixing by mix

in place method with rotavator at OMC, and compacting

with vibratory roller to achieve the desired density,

complete as per clause 401.B

7 214.00 Cu.mt. Construction of Granular Sub Base by providing coarse 1295.14 Cu.mt.

graded machine crushed B. T. material satisfying

MOST Specification of Grading - I using 53 mm to

mm @ 30% (M.C. Metal), 26.5 mm to 4.75 mm @ 60%

(M.C.Metal), 2.36 mm below @ 10% (Stone Dust)

including spreading in uniform layer with motor grader

on prepared surface, mixing by mix in place method

with rotavator at OMC and compacting with vibratory

roller to achieve the desired density with C.B.R. > 30%

8 693.00 Cu.mt. Providing, laying, spreading and compacting graded 1383.50 Cu.mt.

stone aggregate to wet mix macadam specification

including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by

tipper to site, laying in uniform layers with paver in sub-

base / base course on well prepared surface and

compacting with vibratory roller to achieve the desired

9 5108.00 Sq.mt. Providing and applying evenly Priming coat with 59.89 Sq.mt.

emulsion asphalt at the rate of 7.50 Kg/ 10 Sq.m on

road surface using emulsion SS-1 (Himcol Made)

pressure spreayer etc. complete including the cost of

10 820.50 M.Ton Providing and laying bituminous base course 37.5mm 3045.18 M.Ton

thick compacted in one layer with tack coat of Emulsion

RS1 at the rate of 2.5 Kg / 10 Sqmt. and using B.T.

stone aggregate or required gradation and asphalt (VG-

30) grade for mixing @ 1.99 % by weight of total mix

for mixing including heating the aggregate and asphalt

by drum mix plant and spreading the same by paver

finisher and consolidation with vibratory roller

including providing all meterials, equipments, tools and

plants, oil, kerosene, fire wood, labour chrges etc.

11 393.80 M.Ton complete.

Providing and laying seal coat with B.T. aggregate 4667.39 M.Ton

as specified using aggregate at the rate of

Cu.mt./10 Sq. mt. 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 transporting and spreading the same by paver

finisher and consolidation with vibratory roller

including necessary fire wood , oil , lubricant , labour

charges using contractor's own drum mix plant,

machineries and equipment tools etc. complete in

accordance with the requirement of specification.

12 902.50 M.Ton Providing & laying 37.50mm. thick compacted 4021.43 M.Ton

Bituminous Macadam with using RS1 Emulsion for

tack coat at 2.50 Kg / 10 Sq.Mt. using stone aggregate

as per gradation and aspahlt grade VG-30 at 3.40 % by

weight of total mix hot laid process with drum mix plant

including consolidation with vibrating roller including

operating plant and machinery cost of asphalt, fuel, oil,

lubricant and labour charges etc. complete.

13 10939.50 Sq.mt. Providing and laying asphalt painting on B.T. surface 47.97 Sq.mt.

with bitumen VG-30 at rate 5.00Kg / 10Sq.mt.

including spreading stone dust for painting surface at

rate of 0.03 cu.mt. / 10 sq.mt.

14 5.00 No. Providing and fixing ordinary Kilometer stone of 704.33 No.

precast C.C. 1:2:4 including necessary reinforcement as

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

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

15 13.00 No. Providing and fixing Hectometer as per I.R.C. type 356.50 No.

design including painting, lettering etc. complete.(ii)

Fixing in C.C. 1:5:10

16 3.00 No. Informatory Signs :-Providing and fixing sing boards 3856.90 No.

made out of 2mm aluminium 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)...

17 3.00 No Logo Board:- Providing and fixing MMGSY/VKY 4545.00 No

Logo Board made out of 2mm aluminium sheet, as per

the drawing & design. Pre treated with phospheting

process and acid etching coated with one coat of epoxy

primer and two coat of best quality epoxy paint,

refloctrorized with retro reflective sheeting as per the

latest M.O.S.T. specification, 3.1 Mt. long stand post

and frame fabricated from suitable size iron angle of

x 35 x 3 mm, 75 x 75 x 6 mm 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 60 cms for each

leg, including excavation curing etc. complete under the

supervision of Engineer-In-Charge (A)Engineering

18 5.00 No. Village name/ Bump Ahed sign :-Providing and fixing 5045.36 No.

sing boards made out of 2mm aluminium sheet; size

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

19 10.00 No. Direction sign (Junction board):-Providing and fixing 14831.71 No.

sing boards made out of 2mm aluminium sheet; size

x 122cms. 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 x5mm 75x75x6mm

as required; 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

20 317.70 Sq.mt. Road marking with hot applied thermoplastic paints 367.72 Sq.mt.

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

excludingof 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

lifeduring 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.

21 260.00 No. Cat Eye / Road Stud / RPM: Supplying of Molded Twin 217.40 No.

Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and reflective

panels with micro prismatic 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 20mm,

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 strength of detachment of the

integrated cylindrical shanks, (of diameter not less than

19 +/- 2 mm and height not less than 30+/- 2 mm) from

the body is to be a minimum value of 500 Kgf. Fixing

will be by drilling holes on the road for the shanks to go

inside, without nails and using epoxy resin based

adhesive as per manufacturers recommendation and The

22 16.00 color of the marker

Cautionary Warningshould

Sign be as per the IRC

:-Providing and 35-2015

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

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 x35 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)

23 56.00 No. Chevron sign :-Providing and fixing sign boards made 3711.75 No.

out of 1.5mm aluminium sheet / 3mm ACP (Aluminum

composite Panel); size 60x50cm rectangular 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 High Intensity 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

Iron Angle 75 x75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of35x35x3mm; 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

original manufacturer & a certified copy of 3 year

24 10.00 No Regulatory/Mandatory signs :Providing and fixing sing 3439.81 No

boardsmade out of 2mm aluminium sheet; size 60cms.

diameter circle asper 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 3mm75x75x6mm 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).

25 8.00 No Hazard Marker Sign :-Providing and fixing sign boards 3518.69 No

made out of 2.0 mm aluminium sheet / 4 mm ACP

(Aluminum composite Panel); size 90x30 cms.

rectangular 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 High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM

D-4956 and latest M.O.S.T.Specifications; 1.8mtr long

stand post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality 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 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

years for the Retro reflective sheeting from original

26 2.00 No STOP SIGN:-Providing and fixing sing boards made out 4676.06 No

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 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 tec. complete under the

supervision of engineer incharge.(A) Engineer

27 110.00 Rmt Providing and Fixing ‘W’ type safety double beam 3156.01 Rmt

crush barrier using M.S. iron channel 150mm x 75mm x

5mm size erected at 1.50 Mt. center to Center and

Providing ‘w’ shaped galvanized steel sheet guard rail

3mm thick for crash barrier in single row as per detailed

drawing with fabrication and installation charges

including providing foundation block of size 0.60 x

x 0.75 Mt. in c. c. 1:2:4 and oil painting two coats with

one coat of red oxide etc complete.

28 533.10 Cu.Mt Excavation for foundation upto 1.5 m depth including 266.77 Cu.Mt

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

29 66.20 Cu.Mt Providing and filling in foundation with ordinary 3362.25 Cu.Mt

Cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

30 645.40 Cu.Mt Providing & casting in situ ordinary cement concrete M- 3732.29 Cu.Mt

150 mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and

finishing complete with V-Groves.(A) Heightfrom

31 70.00 Rmt Supplying and fixing reinforced concrete heavy duty 3469.26 Rmt

non-pressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications including

setting the pipes in C.M. 1:2 watering and laying (to

level or slopes) of class NP3 of following internal

daimeters.(v) 900mm dia.

32 70.00 No. Providing and fixing guard stone as per I.R.C. type 350.80 No.

design including white washing etc. complete.(ii) Fixing

33 7.00 No. Providing and fixing 20cm. x 15cm x 2.5 cm. thick year 279.69 No.

plate of marble stone set in C.M. 1:4 including finishing

and engraving letters etc. complete.

34 261.94 Sq.mt. White washing with lime on wall surface (two coats) to 13.34 Sq.mt.

give an even shade including thoroughly booming the

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

foreign matter.

35 246.00 Sq.mt. Providing and laying - Fitter Media 600mm thick 1342.40 Sq.mt.

directed at the back of abutments, returns and wing

walls as per detailed specifications

36 3.30 M.Ton Providing and fixing in position ISI mark TMT (Fe-500) 73858.69 M.Ton

bar for temperature reinforcement for mass concrete

pier/abutment returns including cutting bending and

tying as required complete

37 246.00 No. Providing weep holes in abutment, returns using 100 91.32 No.

mm. dia A.C. pipe with C.I. grating including cutting,

placing the pipe in required slope and position as

directed etc. complete. (As per detailed specification)

38 202.80 Cu.mt Earth work for embankment including breaking clods 163.95 Cu.mt

dressing with all lead & lifts and including watering

rolling and consolidation of sub grade in layers of

O.M.C. to required dry density including filling in

depressions which occure during the process using

vibratory roller 80 to 100 KN (E) From borrow area

within 3.00 Km Lead Having C.B.R. More than 5.00%

Rs. One Corer Sixty One Lack Eighty Three Thousand One Hundred Seventy Seven and Paise Twenty Eight Only.

I/We am/are willing to carry out the work at ________________ % above/below ( percent should be

written in figures and in words ) of the estimated rates mentioned above. Amount of my/our tender works out as

*Estimated amount *Estimated amount

put to tender Rs. _____________ put to tender Rs. _______________

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note 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.

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

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

Note 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.

Signature of Bidder Executive Engineer

Panchayat (R&B) Division