PKG No. 1)Madhi Kanti Falia To Ganpatbhai Chanabhai Farm Joining Road Ch 0/0 to 1/050, 2)Manekpore Surat Dhulia NH .53 To Panjrapor Joining Road Ch 0/0 to 0/550 Ta: Bardoli, Di: Surat (2nd time)

Name of work: PKG No. 1)Madhi Kanti Falia To Ganpatbhai Chanabhai Farm Joining

Road Ch 0/0 to 1/050, 2)Manekpore Surat Dhulia NH .53 To Panjrapor

Joining Road Ch 0/0 to 0/550 Ta: Bardoli, Di: Surat

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Total Amount

It. Quantities Item of work Estimated Total Amount

No. estimated but may In figures according to

be more or less Rs. Ps. estimated

Clearing and grubbing road land including

uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

1 0.48 Hect. mm removal of stumps of trees cut earlier and 34889.38

disposal of unserviceable materials(D) By

mechanical means in area of thorny jungle

Supplying and fixing reinforced concrete heavy

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M.

2 22.50 Rmt 1:2 watering and laying (to level or slopes) of 1968.38

class NP3 of following internal daimeters.(iii)

Supplying and fixing reinforced concrete heavy

duty non pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

3 37.50 Rmt specifications including setting the pipes in C.M. 3469.26

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(v)

Earthwork in cutting in all sorts of soil and soft

murrum including conveying and putting the

stuff in spoil bank maintaining minimum

distance of five meter between top edge and

4 216.00 Cu.mt. cutting and toe of spoil bank. 109.41

Construction of granular sub-base by providing

coarse graded material grading-II, spreading in

uniform layers with motor grader on prepared

surface, mixing by mix in place method with

5 1220.00 Cu.mt. rotavator at OMC, and compacting with 692.14

vibratory roller to achieve the desired density,

complete as per clause 401.B

Providing & laying spreading and compacting

stone aggregate 63 mm to 45 mm size to W.B.M.

Grade I, 150mm thick including spreading in

uniform thickness, hand packing, rolling with

vibratory roller 8 to 10 tonnes to proper grade

and camber, applying and brooming requisite

6 1050.00 Cu.mt. type of screening/ binding/ filler materials to fill 1435.59

up the interstices of coarse aggregate, watering

and compacting to the required density. Grading

II using screening type B ( 13.2 mm stone

Construction of granular sub-base 150 mm thick

layer by providing machine crushed B.T.

material satisfying MORT&H specification

(Fifth revision) of Grading I including spreading

in uniform layer with motor grader on prepared

7 17.70 Cu.mt. surface, mixing by mix in place method with 745.20

rotavator at OMC and compacting with vibratory

roller to achieve the desired density etc.

Providing and laying bituminous base course

37.5mm thick compacted in one layer with tack

coat of asphalt Emulsion RS1 at the rate of

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

8 490.90 M.Ton mixing including heating the aggregate and 2227.12

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 etc. complete.

Providing & laying 37.50 mm. thick compacted

Bituminous Macadam with using VG-30 asphalt

for tack coat at 2.50 Kg / 10 Sq.Mt. using stone

aggregate as per gradation and aspahlt grade VG-

30 at 3.40 % by weight of total mix hot laid

process with drum mix plant including

9 540.10 M.Ton consolidation with vibrating roller including 2737.13

operating plant and machinery cost of asphalt,

fuel, oil, lubricant and labour charges etc.

Providing & laying 25 mm. thick SDBC using

B.T. stone chips as per MORTH gradation and

specification with asphalt VG-30 at the rate of

50.00 kg. / M.Tone of total wt. for mix i.e. (5.00

% ) by weight of total mix of bitumen including

mixing aggregates & asphalt by continuous

batching drum mix plant & spreading the same

by paver finisher including rolling &

consolidation with 10 - 12 tonnes vibratory roller

& providing tools 7 plants, fire wood, oil,

kerosene, labour charges using contractor's own

machineries etc. complete.

Providing and laying asphalt painting on B.T.

surface with bitumen VG-30 at rate 5.00Kg /

11 6545.50 Sq.mt. 10Sq.mt. including spreading stone dust for 32.94

painting surface at rate of 0.03 cu.mt. / 10 sq.mt.

Providing and fixing ordinary kilometer stone of

precast C.C. 1:2:4 including necessary

12 3.00 No. reinforcement as per I.R.C. type design in C.C. 704.33

1:4:8 including lettering and painting etc.

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

Providing and fixing Hectometer as per I.R.C.

13 8.00 No. type design including lettering and painting etc. 356.50

complete. (ii) Fixing in C.C. 1:5:10

Informatory sings: Providing and fixing sing

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

14 2.00 No. required; painted with best qualityepoxy coatings 3856.90

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)..

Village name/ Bump Ahed sign :-Providing and

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

15 6.00 No. and frame fabricated from suitable size iron 5049.86

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)...

Direction sign (Junction board):-Providing and

fixing sing boards made out of 2mm aluminium

sheet; size 244 x 122cms. 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

16 4.00 No. long (2 nos) stand post and frame fabricated 14831.71

from suitable size iron angle of 50 x 50 x5mm

75x75x6mm as required; 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)...

Excavation for foundation up to 1.5m depth

including sorting out and stacking of useful

17 111.00 Cu.Mt material and disposing off the excavated stuff as 260.57

directed by Engineer in charge with all lead and

lift in (2) Dense or hard Soil.

Providing & filling in foundation with ordinary

cement concrete M 100 mix and providing

18 9.90 Cu.Mt necessary vertical pin headers including 3325.30

formwork vibrating ramming & curing complete.

Providing & filling in foundation with ordinary

cement concrete M 150 mix and providing

19 90.30 Cu.Mt necessary vertical pin headers including 3695.35

formwork vibrating ramming & curing complete.

Providing and fixing guard stone as per I.R.C.

type design including white washing etc.

complete.(ii) Fixing in C.C. 1:5:10

Providing and fixing 20cm. x 15cm x 2.5 cm.

thick year plate of marble stone set in C.M. 1:4

21 3.00 No. including finishing and engraving letters etc. 279.69

White washing with lime on wall surface (two

coats) to give an even shade including

22 112.26 Sq.mt. thoroughly booming the surface to remove all 13.03

dirt, dust; mortar drops and other foreign matter.

Rs. Seventy One Lack Fourty Four Thousand Seven Hundred Ninty Four and Paise Seventy Nine 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 7144794.79 Rs. _____________ put to tender Rs. _______________

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note : Credit Amount of Rs.41070 of Serviceable Material shall be deducted from 1st Running Bill.

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

Panchayat (R&B) Sub Division