Construction of CC Road from ISHWARBHAI BUCHHIYABHAIs House to INDU ROAD,from naginbhais House to rinabens House,bachubhai jamasibhais House to rameshbhai jamasibhai drivers House for Vyara Nagar Palika, District: Tapi under jilla Vivekadhin 2026-27 ( with 3 year maintnace grantee period )

Name of Work: Construction of CC Road from ISHWARBHAI BUCHHIYABHAI's House to

INDU ROAD,from naginbhai's House to rinaben's House,bachubhai jamasibhai's House to

rameshbhai jamasibhai driver's House for Vyara Nagar Palika, District: Tapi

Taluka:Vyara Dist : Tapi

Tendered Rates Total Amount

Tendered Rates Total Amount

Item according to

Estimated may Item of Work In Figures Unit

No. In Words estimated

be more or less Rs.

Demolition including stacking of serviceable materilas

One thousand fifty seven point

1 60.00 and disposal of unserviceable materials with all lead and 1057.85 Cum

lift. (i) R.C.C. work

Dismentaling Paver Block including stacking of

2 10.00 serviceable materilas and disposal of unserviceable 49.41 Forty nine point four one Sqm

materials with all lead and lift.

Demolition of Brick work and stone masonry including

stacking of serviceable materilas and disposal of Five hundred sixty four point

unserviceable materials with all lead and lift.(ii) In one six

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and One hundred fifty three point

disposing off the excavated stuff upto 50 Meter lead.(B) four one

Dense or Hard soil

Construction of granular sub-base 100 mm thick by

providing coarse graded machine crushed B.T. material

satisfying MOST specification of grade II ( B.T. stone

aggregate 26.5 mmto 4.75 mm-75 % and 2.36 mm Nine hundred twenty five point

5 30.00 below -25 %) including spreading in uniform layer with 925.16 Cum

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 etc.

Providing and laying cement concrete 1:3:6 (1-Cement :

3- coarse sand : 6- hand broken stone aggregates

Three thousand eighty point

6 22.28 mmnominal size) and curing complete excluding cost of 3080.90 Cum

formwork in (A) Foundation and Plinth (upto 10 ton)

Prov. and laying Tremix design mix cement concrete M-

250 in roads / drive ways using coarse sand and graded

stone aggregates 20 to 25 mm nominal size in Four thousand, four hundred

7 72.00 appropriate quantity as per specification, mechanically 4456.06 Cum

fifty six point zero six

vibrated using and surface screed vibrators, vaccume

pump power floater, power trovel, concrete floor cutter

etc...as Per RA

Providing TMT Bar FE 500D reinforcement for R.C.C.

8 2000.00 work including bending, binding and placing in position 77.29 Seventy seven point two nine kg

complete upto floor two level

Providing and fixing pre-cast Rubber Dye / steel Dye

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to Seven hundred four point zero

IS 15658 : 2006 including 35 mm Sand layer for seven

levelling and filling the joint with sand in proper line

and level as per guidlines of IRC : SP 63-2018 etc.

Renovation of manhole by increasing the height at top

including cost of excavation, refitting of manhole frame

and cover curing etc. complete including all carting and

providing of materials which is required for the purpose. Three thousand four hundred

(except manhole frame and cover) For all type manhole seven point seven four

by providing Brick walls with 15 mm inside plaster and

coat of cement slurry and opening and 0.40 mt. av. ht.

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

Four thousand one hundred

11 0.05 foundation and plinth in Cement Mortar 1:6 (1- Cement 4121.55 Cum

twenty one point five five

: 6 -fine sand)(B) Conventional (upto 10 ton)

20mm thick sand faced cement plaster on walls upto

height 10 metres above ground level consisting of

Three hundred thirty seven point

12 0.60 12mm thick backing coat of C.M. 1:3 (1-cement : 3- 337.52 Sqm

sand) and 8mm thick finishing coat of C.M. 1:1 (1-

cement : 1-sand) etc. complete.

Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers not One hundred thirty three point

exceeding 20 cm. in depth consolidating each disposited six five

layer by ramming and watering.

Add 2.0 % Contigency & W.C. charges

Add 1% Q.C.Charge