(1) Construction of C.C.Road at Satarbhai House to Rajakbhai House and Village Bhanodra (2) Construction of C.C.Road From Shivrampur Junagam Rang Faliya to Visama to Smashan Gruh Joing Road (3) Construction of C.C.Road Behind Panchvati Garden near Ground (4) Providing and Fixing Paver Block at Aashramshala and Village Kharvasa (5) Providing and Fixing Paver Block at Nagar Faliya at Damka Village (6) Construction of Remaining protection wall at Tekra faliya from vanmaribhai balubhai patel house near bus stop to towards Aanganvadi kendra-02 village Vansva,Ta: Choryasi Dist: Surat (2nd time)

Name of work: (1) Construction of C.C.Road at Satarbhai House to Rajakbhai House

@Village Bhanodra (2) Construction of C.C.Road From Shivrampur

Junagam Rang Faliya to Visama to Smashan Gruh Joing Road (3)

Construction of C.C.Road Behind Panchvati Garden near Ground (4)

Providing & Fixing Paver Block at Aashramshala @ Village Kharvasa (5)

Providing & Fixing Paver Block at Nagar Faliya at Damka Village (6)

Construction of Remaining protection wall at Tekra faliya from vanmaribhai

balubhai patel house near bus stop to towards Aanganvadi kendra-02 @

village Vansva,Ta: Choryasi Dist: Surat

Memorandum showing items of works to be carried out

It. No. Quantities Item of work Estimated Total Amount

It. No. Quantities Item of work Estimated Total Amount

estimated but may In figures according to

be more or less Rs. Ps. estimated

Hect. Clearing and grubbing road land including

uprooting rank vegetation, grass bushes, shrubs,

1 0.01 saplings and trees girth up to 300 mm removal of 28455.09

stumps of trees cut earlier and disposal of

unserviceable materials.

Cu.mt. Box cutting the road surface to proper slope and

camber for making a base for road work

including removing the excavated stuff and

2 240.68 depositing on the road side slope as directed 109.41

upto 50Mt.lead.

Cu.mt. Filling in foundation and plinth with brick Bats

Chhara/ Construction Waste/ Slag in layers of

20cm. thickness including watering, remming

3 61.08 and consolidating etc. complete. 621.46

Cu.mt. Providing and laying cement concrete 1:4:8 (1-

Cement : 4coarse sand : 8- hand broken stone

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A)

4 71.08 Foundation and Plinth 2769.69

Cu.mt. Construction of Cement concrete Pavement

using M25 grade concrete including the cost of

side shuttering with MS channels, Pavement

Laid using Double beam screed vibrator or

equivalent and finishing the top surface to

required slope and grade with rough /broom

finish using power trowels (fan / disc) of

standard make including curing (If Required

with Curing Compound), providing and mixing

of hardening compound in required amount as

instructed by engineer incharge, cutting of

Pavement construction joint 3 mm x 20 mm by

using Diamond Saw (Concrete Cutter) at every

3.5mt length as per specification including

filling the joint with selent (Sika, Fosroc, Dr

Fixit or Equivalent make etc. complete.

Kg Providing IS mark TMT bar FE-500/500D

reinforcement for RCC work including bending

6 3758.75 & placing in position complete up to floor two 77.29

No Providing Name Plate or Other Arrangement

for showing The Details Of Grant and Work

as Directed.(Lump Sum)

Smt Preparing surface by brushing with wire

brushing for removing caked mud etc sweeping

with brooms and finally fanning the cleaned

surface with gunny bags to remove all loose dirts

etc. (i) water bound Macadam surface(New)

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

Cement : 3-coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

cumt Consructing of granular sub-base by providing

Blast furnance Steel Slag / Brickbats /

Construction Waste as aggregate and Fine

aggregate machine crushed stone aggregate

10 117.38 satisfying MOST specification of grading II 838.30

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

Smt 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 IS 15658 :

including 35 mm Sand layer for levelling and

filling the joint with sand in proper line and level

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

Complete. and laying cement concrete 1:2:4 (1-

Cu.mt. Providing

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

12 2.01 complete excluding cost of formwork in (A) 3741.69

Foundation and Plinth

Cum Earthwork for embankment including breaking

clods, dressing with all lead and lift and

including watering rolling and consolidation of

13 18.54 subgrade in layers at O.M.C. to required dry 169.44

density including filling the depression which

occur during the process using power roller 8T

to 10T.(E) From Borrow area within 3.0KM.

Excavation for foundation up to 1.5 mt. Depth

including sorting out and stacking of useful

material and disposing off the excavated stuff up

to All lead. (I) loose and soft soil.

Cu.Mt Providing & filling in foundation with ordinary

cement concrete M 150 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

Sq.mt. white washing with lime on wall surface (two

coats) to give even shade including thoroughly

boomimg the surface to remove all

dirt,dust,mortardrops and and other foreign

No Providing weep holes in abutment, returns using

100 mm. dia A.C. pipe with C.I. grating

17 48.00 including cutting, placing the pipe in required 89.20

slope and position as directed etc. complete. (As

per detailed specification)

Cu.Mt Filling in foundation and plinth with murrum or

selected soil in layers of 20cm. thickness

including watering,ramming and consolidating

18 109.00 etc. complete. 301.78

M.Ton Providing and laying in position FE 500D TMT

reinforcement including cutting, bending,

hooking and tying complete as per detailed

19 0.53 drawings for the following.(A) Piers (B) 73858.69

Abutments (C) R.C.C. Returns

Cu.Mt Earthwork for embankment including breaking

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

20 108.00 occur during the process using power roller 8T 160.14

to 10T with all lead & Lift.

Rs. Twenty Five Lack Ten Thousand Four Hundred Eighty Four and Paise Thirty Four 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

*Estimated amount *Estimated amount

put to tender Rs. 2510484.34 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

Deputy Executive Engineer Executive Engineer

Panchayat (R&B) Sub Division Panchayat (R&B) Division