Providing Consultancy services for carrying out survey, plotting C S and L S, preparation of Design, plans and estimate for various New Checkdams and preparation of Design, plans and estimate of Damaged checkdams for year 2025-26 in Morbi Dist.

Item Description of Item (with brief specification Quantity Unit Rate In Amount

No and reference to book of specifications) figures

carrying out Feasibility Report of proposed check dam

I and submitting other necessary documents along with 8.00 Nos. 20000.00

necessary photograph. V/

Survey by DGPS including measuring of alignment of

earthen dam/canal and cross section and longitudinal

2 section profile at 30 mt interval/or closer as direct and 16.00 Km 11569.00

plotting etc complete. The survey work shall be carried

out for 150 mt distance on both side. J

Survey using own DGPS instrument for topographical

and conotur survey work in 30 x 30 mt. grid with 0.5 mt

contour interval, locating all exisitng features with 194.00 Ha 1646.00 31.9324.00

preparation and submission of survey drawing in A0 size

sheet in one hard copy & soft copy etc. cor-r plc Le.

Preparing of Cross-sections and computing L-section and

Submission in required size paper etc complete

(i) computing cross section by software 30m interval and

submission by softcopy. \."

5 Cross section print out 44 size (Extra copy) \,' 2172.00 Nos 5.55 14065.92\-,.

Computing L-Sedion as directed by Engineer-in- cjlarge v-

and submission in 43 or above size paper -,'

7 L-section A3 size lextra copyl -uz/ 32.00 '' Nos " L3.3t 4?5.92 \-/

providing and fixing pre cast/cast-in-situ Concrete M-15

TBM with indicating its value on TBM at every 500mt

8 interval with size of 0.45mtxo.45mtxo.50mt fixing in 8.00 Nos 431.@

ground upto detph of 0.30mt alongwith photograph of

Drilling of boreholes with 10m depth in soil strata(100 -

150 mm Dia) of man & machinery within 1 Km when

more than that charge will extra includinB standard

penetration test at 1.5 m interval depth to be done

during geotech work. Laboratory testing, sieve analysis,

atterberg limit, FDD-FMC, Sp. Gravity, Direct shear

parameters, triaxial shear parameters, consolidation,

swell pressure, swelling index, shrinkage limit,and other

index properties accordint to site conditions, locating

water table etc. including preparation Geo Technical

investigation report as well as Geological LS.along with

sample preservation in Core box. " -"'

Drilling of boreholes with 10 depth in Rocky strata(loo -

150 mm Dia) of man & machinery within 1 Km when

more than that charge will extra. Laboratory testinB

Unconfined Compressive Strength, Point load, water

10. aborption, porosity, specific gravity, dry density and 19.00 Nos. 34000.00

other index properties according to site conditions, V

location of water table etc. including preparation Geo

Technical investiBation report as well as Geological LS

along with sample preservation in Core box.

Preparation of Design & Estimate of Feasible checkdam

as per Prevailing Government guideline and submission

il of Final drawing in 4 no s. of hard copy and Spfty Copy

also. (includinB neccesa ry perfoma) \-" -,/

Preparation of Estimate for Damaged checkdam as per

Government guideline and approves it to from approval

t2 authority and submission of Final drawing in 4 nos. of 2.00 Nos 55000.00

hard copy and Soft Copy aly.(Morbi District) (including

neccesary perfoma) \./

TOTAL Al,zo.,ttg=st

THIRTY THREE LAKHS TWENTY THOUSAND SEVEN HUND NINETEEN AND PAISE

EIGHTY FOUR ONLY

I/'We am/are willing to carry out the work at... ................... %o above/below percent(Should

be written in figures and words) of the estimated rate mentioned above. Amount of my /our

tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct.........% below Add.........% Above

In words ln words

Des€+ip+ion-of{+em- auan$ry Unit Rat€ Am€{mt

N€ t+r,itl+rie*speeifiea+ie+

and+efu+enee+e$eek+f ll+ I+

speeigeetien$ figures Vlerds

TvIrr--r6FTeJ...

[C)Net Tendered 4meunt (4 B] [in fi$re) ,,,,,,,,,,,,,,,,,

1 The Contractor shall exhibit a board with brief details of work as directed by the

Engineer-ln-Charge for which no extra a ent shall be made.

The labour cess will be deducted as per prevailin rules i.e. 1%o ofthe work done.

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

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R. NO.: MIS102010 /77 /Kl Dated:3o /07 /2078 as stated in S.O.R therefore tn

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 th e rate of

ln ut l'ate mentioned in all the tender.

lrriqation Div;slon'