MMGSY-VKY Year 2024-25 (96-5054-04-796-02 Sr. No. 12)(ER TO BT) Construction of Babarkhadak Masjid Faliya Main Road To Babarkhadak Ashramshala Towards Road (NP) Tal.Kaprada. Dist. Valsad

Name of work: MMGSY-VKY Year 2024-25 (96-5054-04-796-02 Sr. No. 12)(ER TO BT)

Construction of Babarkhadak Masjid Faliya Main Road To Babarkhadak Ashramshala

Towards Road (NP) Tal.Kaprada. Dist. Valsad.

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Unit Total Amount

It. Quantities Item of work Estimated Unit Total Amount

No. estimated but may In figures according to

be more or less Rs. Ps. estimated

1 0.09 Hect. Clearing and grubbing road land including uprooting 34796.29 Hect.

rank vegetation, grass bushes, shrubs, saplings 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.

2 281.00 Cu.mt. Earth work in cutting in all coats of soil and soft 104.04 Cu.mt.

murrum including conveying and putting the stuff in

spoil bank maintaining minimum distance of five meter

between top edge of cutting and top of spoil bank.

3 22.50 Rmt Supplying and fixing reinforced concrete heavy duty 1952.00 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.(iii) 600mm dia.

4 433.92 Cu.mt. Earthwork for embankment including breaking clods, 169.44 Cu.mt.

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at

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

depression which occur during the process using power

roller 8T to 10T.(E) From Borrow area within 3.0KM.

5 36.00 Cu.mt. Supplying, Stacking and Spreading the Hard Murrum 812.24 Cu.mt.

including rolling and watering etc. Complete.

6 155.00 cu.mt. Construction of granular sub-base by providing coarse 646.94 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

7 110.00 Cu.mt. Construction of Granular Sub Base by providing coarse 693.02 Cu.mt.

graded machine crushed B. T. material satisfying

MOST Specification of Grading - I using 53 mm to

26.5 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% etc. complete.

8 206.00 Cu.mt. Providing, laying, spreading and compacting graded 772.99 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 1280.00 Sq.mt. Providing and applying evenly Priming coat with 42.72 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 95.20 M.Ton Providing and laying bituminous base course 37.5mm 2050.63 M.Ton

thick compacted in one layer with tack coat of asphalt

Emulsion RS-1 at the rate of 2.50 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 66.60 M.Ton Providing laying & rolling of 25 mm thick Open 2754.74 M.Ton

graded Premix bituminous carpet with B.T. aggregate

as specified and using RS1 Emulsion for tack coat at

the rate of 2.5 kg/10 sq.mt. and using bitumen grade

VG-30 for Mixing with aggregate at the rate of 3.36 %

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

mixing in drum mix plant transporting and spreading

the same with paver finisher and consolidation with

vibratory roller including necessary fire wood , oil

lubricant , labour charges etc. using contractor's own

drum mix plant and equipment ,tool etc .complete in

accordance with the requirement of specification.

12 34.30 M.Ton Providing and laying seal coat with B.T. aggregate 3030.65 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

13 1269.00 Sq.mt. Providing and laying asphalt painting on B.T. surface 31.36 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 1.00 No. Providing and fixing ordinary kilometer stone of precast 704.33 No.

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

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

painting etc. complete. (For OD.R. & V.R.)

15 1.00 No. Providing and fixing Hectometer stone as per I.R.C. 356.50 No.

type design including lettering and painting etc.

complete. (ii) Fixing in C.C. 1:5:10

16 1.00 No. Informatory sings: 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 1.00 No. MMGSY Logo Board:- Providing and fixing MMGSY 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

35 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 grade.

18 1.00 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 76.65 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.

20 124.00 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 color of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

21 4.00 Nos Cautionary Warning sign :- Providing and fixing 3808.66 Nos

Cautionary Sign Board made out of 2mm aluminium

sheet, size 90 x 90 x 90 cms equilateral triangle, as per

the design of IRC-67-1977. Pre treated with

phospheting process and acid etching coated with one

coat of epoxy primer and two coats of best quality

epoxy paint, refloctrorized with retro reflective

sheeting as per the latest M.O.S.T. specification,

Mt. long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm;

painted with best quality epoxy coating 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

x 60 cms for each leg, including excavation curing etc.

complete under the supervision of Engineer-In-Charge

(A) Engineering grade.

22 4.00 Nos Chevron sign :-Providing and fixing sign boards made 3711.75 Nos

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

outdoor exposure test report from third party test lab for

the product offered shall be

23 8.00 Nos Regulatory/Mandatory signs :Providing and fixing sing 3439.81 Nos

boards made out of 2mm aluminium sheet; size 60cms.

diameter circle as per 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

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 etc. complete under the

supervision of engineer in charge.(A) Engineering

24 2.00 Nos STOP SIGN:-Providing and fixing sing boards made 4676.06 Nos

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 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 in charge.(A)

Engineering grade.

Rs. Twelve Lack Twenty Eight Thousand Five Hundred Twelve and Paise Eighty Five 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 under.

*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