MMGSY 2025-26 (96-5054-04-796-02 SR 12) Construction Of Padalkhadi Main Road To Samshan Towards Road . km 0/0 To 1/500 Ta.Subir Dist. Dang

Name of work: MMGSY 2025-26 (96-5054-04-796-02 SR 12)

Construction Of Padalkhadi Main Road To Samshan Towards Road . km

0/0 To 1/500 Ta.Subir Dist. Dang

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 In figures according to

may be more or Rs. Ps. estimated

1 0.45 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 1350.00 Cu.mt. Earthwork in cutting in all sorts of soil and soft 112.02 Cu.mt.

murrum including conveying and putting the stuff in

spoil bank maintaining minimum distance of five

meter between top edge and cutting and toe of spoil

3 15.00 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 internal

4 870.17 Cu.mt. Earthwork for embankment including breaking clods, 182.14 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

5 180.00 Cu.mt. Supplying Stacking and Spreading the Hard Murrum 691.65 Cu.mt.

including rolling and watering etc. Complete.

6 591.40 cu.mt. Construction of granular sub-base by providing 955.63 cu.mt.

coarse 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

7 573.70 Cu.mt. Construction of Granular Sub Base by providing 1009.64 Cu.mt.

coarse 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.

8 752.10 Cu.mt. Providing, laying, spreading and compacting graded 1101.09 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 density.

9 4564.00 Sq.mt. Providing and applying evenly Priming coat with 59.39 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

10 342.30 M.Ton Providing and laying bituminous base course 3033.70 M.Ton

37.5mm thick compacted in one layer with tack coat

of Emulsion RS1 at the rate of 4.0 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. complete.

11 239.70 M.Ton Providing laying & rolling of 25 mm thick Open 4037.94 M.Ton

graded Premix bituminous carpet with B.T.

aggregate as specified and using Emulsion RS1 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.

12 123.20 M.Ton Providing and laying seal coat with B.T. 4524.93 M.Ton

aggregate as specified using aggregate at the rate of

0.18 Cu.mt./10 Sq. mt. and bitumen grade VG-30 for

mixing with aggregate at the rate of 4.5 % i.e.

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

13 4564.00 Sq.mt. Providing and laying asphalt painting on B.T. surface 47.29 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 2.00 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 6.00 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 1.00 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

17 1.00 No MMGSY Logo Board:- Providing and fixing 4545.00 No

MMGSY/VKY 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 5045.36 No.

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

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)..

19 117.60 Cu.Mt Excavation for foundation upto 1.5 m depth 266.77 Cu.Mt

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

20 12.60 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.

21 100.80 Cu.Mt Providing & casting in situ ordinary cement concrete 3732.29 Cu.Mt

M-150 mix and providing necessary pin headers

including shuttering, scaffolding, laying, vibrating,

curing and finishing complete with V-Groves.(A)

Heightfrom 0.0 M. to 5.0 M.

22 22.50 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.

23 30.00 No. Providing and fixing guard stone as per I.R.C. type 350.80 No.

design including white washing etc. complete.(ii)

Fixing in C.C. 1:5:10

24 3.00 No. Providing and fixing 20cm. x 15cm x 2.5 cm. thick 279.69 No.

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

finishing and engraving letters etc. complete.

25 112.26 Sq.mt. White washing with lime on wall surface (two coats) 13.34 Sq.mt.

to give an even shade including thoroughly booming

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

other foreign matter.

Rs. Sixty Lack Sixty Thousand Five Hundred Sixteen and Paise Thirty Seven 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 : Credit Amount of Rs.21060.00 of Serviceable Material shall be deducted from 1st Running Bill.

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