Road

Name of work :- Construction of Cement Concrete Road Under Suvidhapath of Junagadh District

Package No.JND/Suvidhapath/2022-23/P.07 Taluka and,Dist.; Junagadh

Memorandum showing items of works to be carried out

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but In Figure In Words. according to

may be more or Rs. Ps. estimated

less. quantieis.

1 0.33 Hect Clearing and grubbing of road land 32361.25 Rupees One

incl.uprooting rank vegetation, grass, Thirty Two Hect.

bushes, shurbs, saplings and trees Thousand

girth upto 300mm removal of stumps Three

of trees cut earlier and disposal of Hundred

unserviceable materials © By Sixty One

mechanical means in area of Light And Paise

jungle. Twenty Five

2 126.00 Cum Earthwork for embankment including 160.24 Rupees One One

breaking clods, dressing with all lead Hundred Cum

and lift (Excluding watering and Sixty And

consolidation) (A) Selected soil Paise Twenty

should be From borrow area with all Four Only

lead and lift and should have CBR

not less than 6.00%.

3 2515.00 Cum Box cutting the road surface to 69.46 Rupees Sixty One

proper slope and camber for making Nine And Cum

a base for road work including Paise Forty

removing the excavated stuff and Six Only

depositing on the road side slopes as

directed upto all lead.

4 1063.00 Cum Providing, laying, spreading and 783.09 Rupees Seven One

compacting graded stone aggegate to Hundred Cum

Wet Mix Macadam specification Eighty Three

including premixing the material And Paise

with water at OMC in mechanical Nine Only

mix plant carriege 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.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but In Figure In Words. according to

may be more or Rs. Ps. estimated

less. quantieis.

5 126.00 Cum Rolling and Watering of earthwork 18.67 Rupees One

with vibratory roller including filling Eighteen And Cum

in depression which occur during the Paise Sixty

process and as directed. Seven Only

6 575.00 Cum Dry lean cement concrete Sub- base 2217.90 Rupees Two One

over a prepared sub-grade with Thousand Cum

coarse and fine aggregate conforming Two Hundred

to IS: 383, the size of coarse Seventeen

aggregate not exceeding 25 mm, And Paise

aggregate cement ratio not to exceed Ninety Only

15:1, aggregate gradation after

blending to be as per table 600-1,

cement content not to be less than

150 kg/ cum, optimum moisture

content to be determined during trial

length construction, concrete strength

not to be less than 10 Mpa at 7 days,

mixed in a batching plant,

transported to site, laid with a fixed

form paver or conventional method,

compacting with 8-10 tonnes

vibratory roller, finishing and curing

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but In Figure In Words. according to

may be more or Rs. Ps. estimated

less. quantieis.

7 1150.00 Cum Cement concrete pavement M-30 6273.08 Rupees Six One

Construction on un reinforced dowel Thousand Cum

jointed, plain cement concrete Two Hundred

pavement over a prepared sub base Seventy

with concrete 53 grade cement @ Three And

400kg per cum, coarse and fine Paise Eight

aggregate conforming to IS 383, Only

maximum size of coarse aggregate

not exceeding 25 mm, mixed in a

batching and mixing plant as per

approved mix design, transported to

site, laid with a fixed form or slip

form paver, spread, compacted and

finished in a continuous operation

including provision of contraction,

expansion, construction and

longitudinal joints, joint filler,

separation membrane, sealant primer,

joint sealant, debonding strip, dowel

bar, tie rod, admixtures as approved,

curing compound, finishing to lines

and grades as per drawing

8 171.50 Rmt Supplying and fixing reinforced 682.58 Rupees Six One

concrete heavy duty non presure Hundred Rmt.

pipes with collars for culverts Eighty Two

carrying heavy traffic as per IS 458- And Paise

1991 specification including setting Fifty Eight

and joinng the pipes in C.M. 1:2 Only

watering and laying (to level or

slope) of I.S. Class NP-3 of

following internal diameter with all

lead and lift. (i) 300mm Dia.

9 4.00 Nos Supplying and fixing Junction 5472.18 Rupees Five One

Boards of M.S. plates and angles as Thousand No

per I.R.C. design incl;. Fixing in Four Hundred

C.C. 1:4:8 with necessary excavation Seventy Two

painting, figuring, lettering on boards And Paise

etc. complete. Eighteen

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but In Figure In Words. according to

may be more or Rs. Ps. estimated

less. quantieis.

10 4.00 Nos Providing and fixing Village name 3943.44 Rupees Three One

Boards as per standard I.R.C. type Thousand No

design of steel plate incl. painting, Nine

lettering etc. complete with fixing in Hundred

C.C. 1:4:8 block with necessary Forty Three

excavation etc. complete And Paise

11 4.00 Nos Providing & fixing logo board of 2268.40 Rupees Two One

Suvidhapath as per standard design Thousand No

of National Rural Road Development Two Hundred

Agency diamond size 600 x 600 mm , Sixty Eight

1.50mm thick plate & board size 900 And Paise

x 250mm , 1.50mm thick M.S. plate Forty Only

and 2.40 meter deep length single

angle 75 x 75 x 6 mm size incl.

fitting & painting lettering with

luminous colour as per drawing

including fixing in C.C. 1:3:6 etc.

Rupees Ninety Six Lakh(s) Ninety Three Thousand Four Hundred Seventy One And

Paise Forty Nine Only

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent ( Should

be written in figures and words ) of the estimated rate mentioned above. Amount of My \ Our tender works

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Belowe Rs…………..….…… Add……..……..% Above Rs….….…….

In words………………….……………… In words………………….………………

Signature of Contractor. Executive Engineer

Panchayat R&B Division

Deputy Executive Engineer

Panchayat R&B Sub Division