15th Financial year 2024-25 Construction of Non Plan Road at Koyalipada Village Upla falya km 0/0 To 0/270Tal. Waghai Dist. Dang

Name of work: 15th Financial year 2024-25

Construction of Non Plan Road at Koyalipada Village Upla falya km 0/0 To

0/270Tal. Waghai 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 0.05 Hect. Clearing and grubbing road land including 34889.38 Hect.

uprooting 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.

2 252.00 Cu.mt. Earth work in cutting in all coats 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 of

cutting and top of spoil bank.

3 22.50 Rmt Supplying and fixing reinforced concrete heavy 1968.38 Rmt

duty 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)

4 96.01 Cu.mt. Earthwork for embankment including breaking 182.14 Cu.mt.

clods, 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.

32.00 Cu.mt. Supplying, Stacking and Spreading the Hard 849.61 Cu.mt.

Murrum including rolling and watering etc.

6 100.00 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 clause 401.B

7 96.00 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),

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.

8 135.00 Cu.mt. Providing, laying, spreading and compacting 1081.61 Cu.mt.

graded 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.

9 810.00 Sq.mt. Providing and applying evenly Priming coat with 63.70 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 asphalt

10 60.80 M.Ton Providing and laying bituminous base course 2230.74 M.Ton

37.5mm 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

11 42.50 M.Ton Providing laying & rolling of 25 mm thick 2931.98 M.Ton

Open 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

12 21.90 M.Ton Providing and laying seal coat with B.T. 3197.05 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. 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

13 810.00 Sq.mt. Providing and laying asphalt painting on B.T. 32.54 Sq.mt.

surface 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 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 lettering and painting etc.

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

15 2.00 No. Providing and fixing Hectometer stone as per 356.50 No.

I.R.C. 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 3856.90 No.

boards 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. Logo Board:- Providing and fixing Logo Board 4545.00 No.

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 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)...

19 2.00 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, 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; 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 45 x

60 cms for each leg, including excavation curing

etc. complete under the supervision of Engineer-

In-Charge (A) Engineering grade.

20 2.00 Nos Regulatory/Mandatory signs :Providing and 3439.81 Nos

fixing sing 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 grade.

21 2.00 Nos STOP SIGN:-Providing and fixing sing boards 4676.06 Nos

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 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. Nine Lack Four Thousand Five Hundred Three and Paise Seventy 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 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

Signature of Bidder Executive Engineer

Panchayat (R&B) Division