Package No.3 /BAR/MMGSY/RES/2-RD/25-26 1) Surali Village Patel Faliyas water tank to Gothniya Bridge to Vaskui Road (0/000 to 2/100) ((2 Surali Village Savinbhai Jakabhai Chaudharis House to Dhariyavala Couzway Road 0/000 To 1/200 Km (W/S ch.0/00 to 1/170) Total length : 3/270 Ta. Bardoli Di. Surat.

Name of work: Package No. 3 /BAR/MMGSY/RES/2-RD/25-26 (1) Surali Village Patel Faliya's water tank to

Gothniya Bridge to Vaskui Road 2.10 km (2) Surali Village Savinbhai Jakabhai Chaudhari's House to

Dhariyavala Couzway Road 1.2 km (W/S ch.0/000 to 1/170)

Memorandum showing items of works to be carried out

It. No. Quantities Item of work Estimated Rates Total Amount

It. No. Quantities Item of work Estimated Rates Total Amount

estimated but may In figures according to

be more or less Rs. Ps. estimated

1 0.29 Hect. Clearing and grubbing road land including uprooting rank 34889.38

vegetation grass bushes,shrubs,sapling and trees girth up to

300 mm removal of stumps of trees cut earlier and disposal

of unserviceable materials(D) By mechanical means in area

of thorny jungle.

2 7328.00 Sq.mt. Scarifying gravelled macadam or bitumen macadam surface 42.76

6 cm to 10 cm.depth including stacking useful materials on

road side and disposing off remaining stuff.

3 1966.00 Cu.mt. Earthwork in cutting in all sorts of soil and soft murrum 109.41

including conveying and putting the stuff in spoil bank

maintaining minimum distance of five meter between top

edge and cutting and toe of spoil bank.

4 441.45 Cu.mt. Supplying Stacking and Spreading the Hard Murrum 596.10

including rolling and watering etc. Complete.

5 655.20 Cu.mt. Construction of granular sub-base by providing coarse 726.68

graded material grading-II, spreading in uniform layers with

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, complete as

per clause 401.B

6 604.80 cu.mt. Construction of granular sub-base 150 mm thick layer by 781.09

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 surface, mixing by mix in place method with

rotavator at OMC and compacting with vibratory roller to

achieve the desired density etc. complete.

7 554.40 Cu.mt. Providing and laying 150mm thick W.B.M of Grading-II in 1141.76

two layer each of 75mm using B.T.M.C. metal of size 45mm

to 63mm in layers including 13% sone screening 13.2mm

size and 7% stone dust as filler, including spreading,

watering and cosolidation by vibratory roller as per MoRTH

specifications etc complete as directed by engineer in

8 472.50 M.Ton Providing and laying bituminous base course 37.5mm thick 2955.16

compacted in one layer with tack coat of asphalt Emulsion

RS-1 at the rate of 4.0 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 mixing

including heating the aggregate and 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.

9 252.00 M.Ton Providing & laying 25 mm. thick SDBC using B.T. stone 4780.69

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 -

tonnes vibratory roller & providing tools 7 plants, fire wood,

oil, kerosene, labour charges using contractor's own

machineries etc. complete. (As per R. A.)

10 330.75 M.Ton Providing, laying and rolling 25mm thick open graded 4055.45

premixed bituminous carpet with B.T. aggregate as

specified and using bitumen for mixing with aggregateat the

rate of 3.36%i.e. 33.60 kg/M.T. of totalmix including

heating and mixing indrummixplant and spreading the same

with paver finisher and consolidation with power roller

including necessary firewood, oil, lubricants, labour charges

etc.using contractor's own drummix plant and equipment,

tool etc. completed in accordance with the requirement of

11 362.00 M.Ton Providing & laying 37.50mm. thick compacted Bituminous 3799.34

Macadam with using VG-30 asphalt for tack coat at

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 consolidation

with vibrating roller including operating plant and

machinery cost of asphalt, fuel, oil, lubricant and labour

charges etc. complete.

12 170.10 M.Ton Providing and laying seal coat with B.T. aggregate as 4481.27

specified using aggregate at the rate of 0.18 Cu.mt./10 Sq.

mt. and bitumen grade VG-30 for mixing with aggregate at

the rate of 4.5 % i.e. 45.00 Kg. / M.T. of total mix including

heating and mixing in drum mix plant and transporting and

spreading the same by paver finisher and consolidation with

vibratory roller including necessary fire wood , oil

lubricant , labour charges using contractor's own drum mix

plant, machineries and equipment tools etc. complete in

accordance with the requirement of specification .

13 10688.00 Sq.mt. Providing and laying asphalt painting on B.T. surface with 47.00

bitumen VG-30 at rate 5.00Kg / 10Sq.mt. including

spreading stone dust for painting surface at rate of

14 4.00 No.s Providing and fixing ordinary kilometer stone of precast 704.33

C.C. 1:2:4 including necessary reinforcement as per I.R.C.

type design in C.C. 1:4:8 including lettering and painting

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

15 14.00 No.s Providing and fixing Hectometer as per I.R.C. type design 356.50

including lettering and painting etc. complete. (ii) Fixing in

16 2.00 No.s Informatory sings: Providing and fixing sing boards made 3856.90

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 required; painted with best qualityepoxy coatings 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)..

17 3.00 No.s Village name/ Bump Ahed sign :-Providing and fixing sing 5045.36

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 and frame fabricated from suitable

size iron 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)...

18 4.00 No.s Direction sign (Junction board):-Providing and fixing sing 14831.36

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

long (2 nos) stand post and frame fabricated 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)...

19 17.00 No.s Chevron sign :-Providing and fixing sign boards made out 3711.75

of1.5mm aluminium sheet / 3mm ACP (Aluminum

compositePanel); size 60x50cm rectangular as per design

ofIRC-67-2012. Pre treated with phospheting process &

acidetching; coated with one coat of epoxy primer and two

coats ofbest quality epoxy paint ; reflectorised with High

IntensityPrismatic Grade retro refiectivesheeting of Type-4

as perASTM D-4956 and latest M.O.S.T.Specifications;

mtr longstand post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MSPipe as required and frame fabricated from

suitable size ironngle of35x35x3mm; painted with

bestquality epoxy coatingsin black and white bends. the

details of symbol or inscription /numerals for each board

shall be as per the instruction ofengineer in charge. The

fixing at site shall be in 1:2:4 CCblockof size 45 x 45 x

Cms. for each leg includingexcavation, curing etc.complete

under the supervision ofengineer in charge. A warranty for

years for the Retroreflective sheeting from original

manufacturer & a

20 640.00 Cu.Mt Excavation for foundation up to 1.5m depth including 260.57

sorting out and stacking of useful material and disposing off

the excavated stuff as directed by Engineer in charge with

all lead and lift in (2) Dense or hard Soil.

21 48.00 Cu.Mt Providing & filling in foundation with ordinary cement 3325.30

concrete M 100 mix and providing necessary vertical pin

headers including formwork vibrating ramming & curing

22 800.00 Cu.Mt Providing & making Gabion structure with Mechanically 2767.50

Woven Double Twisted Hexagonal Shaped Wire mesh

Gabion Boxes as per IS 16014 : 2012, MORTH Clause

2500, of required size, Mesh Type 10 X 12 (0 = 100 mm

with tolerance of ± 2%) G.I., Mesh wire diameter 3.0 mm,

mechanically edged / selvedged with partitions at every 1m

interval and shall have minimum 10 numbers of openings

per meter of mesh perpendicular to twist, tying with lacing

wire of diameter 2.2mm, supplied @ 3% by weight of

Gabion boxes, filled with boulders with least dimension of

200 mm, as per drawing, all complete as per direction of

Engineer-in-charge. Details cost of one Gabion box / Crates

of size 2.00m X 1.00m X 1.00m = 2.00 cum

Rs. One Corer Sixteen Lack Fifty Nine Thousand One Hundred Seventy Seven and Paise Sixty 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 under.

*Estimated amount *Estimated amount

put to tender Rs. 11659177.64 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 rate of input rate mentioned in all the tender.

Deputy Executive Engineer Executive Engineer

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