Package No.1/BAR /MMGSY/RES/4-RD/25-26 1) Surali Bhensudla Road To Bavli Faliya School Road (ch.0/00 To 0/800km) (W/S 0/00 To 0/690 KM ) (2) Balda Junvani road to Tankari Faliya Primary School Near Road .( Ch 0/00 to 1/000) ( WS Ch 0/00 to 0/610) (3)Surali Bheldha Road To Patel Faliya Road KM. (ch.0/00 To 0/510 KM) (4) Hindoliya Village National Highway -53 main Road Gujrati school patel faiya road KM. (w/s 0/00 To 0/130 KM) Km Total length : 1/940 km Ta. Bardoli Di. Surat.

Name of work: Package No. 1 /BAR/MMGSY/RES/4-RD/25-26 (1)Surali Bhensudla Road To Bavli Faliya School Road KM.

0/00 To 0/800 (W/S 0/00 To 0/690 KM ) (2) Balda Junvani road to Tankari Faliya Primary School Near Road

.( Ch 0/00 to 1/000) ( WS Ch 0/00 to 0/610) (3)Surali Bheldha Road To Patel Faliya Road KM. (0/00 To 0/510

KM) (4) Hindoliya Village National Highway -53 main Road Gujrati school patel faiya road KM. (w/s 0/00 To

0/130 KM) Ta. Bardoli Di. Surat.

Memorandum showing items of works to be carried out

It. No. Quantities Item of work Estimated Total Amount according to

It. No. Quantities Item of work Estimated Total Amount according to

estimated but may In figures estimated quantities

be more or less Rs. Ps.

1 Hect. Clearing and grubbing road land, including uprooting rank vegetation,

grass bushes, shrubs, saplings, and trees girths up to 300 mm, removal

of stumps of trees cut earlier, and disposal of unserviceable

0.18 materials(D) By mechanical means in area of thorny jungle 34889.38

2 Sq.mt. Scarifying gravelled macadam or bitumen macadam surface 6 cm to

10 cm.depth including stacking useful materials on road side and

2513.00 disposing off remaining stuff. 42.76

3 Cu.mt. 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 cutting and toe of spoil

4 Cu.mt. Supplying Stacking and Spreading the Hard Murrum including

rolling and watering etc. Complete.

5 Cu.mt. 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 rotavator at

OMC, and compacting with vibratory roller to achieve the desired

2460.00 density, complete as per clause 401.B 649.76

6 Cu.mt. 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 surface, mixing by mix in place

2050.00 method with rotavator at OMC and compacting with vibratory roller 725.46

to achieve the desired density etc. complete.

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

968.00 roller as per MoRTH specifications etc complete as directed by 1104.49

engineer in charge.

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

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 M.Ton Providing, laying and rolling 25mm thick 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,

430.20 lubricants, labour charges etc.using contractor's own drummix plant 4006.85

and equipment, tool etc. completed in accordance with the

requirement of specification.

10 M.Ton Providing and laying seal coat with B.T. aggregate as 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.

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

11 Sq.mt. Providing and laying asphalt painting on B.T. surface with bitumen

VG-30 at rate 5.00Kg / 10Sq.mt. including spreading stone dust for

8195.00 painting surface at rate of 0.03 cu.mt. / 10 sq.mt. 46.62

12 No.s Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4

including necessary reinforcement as per I.R.C. type design in C.C.

4.00 1:4:8 including lettering and painting etc. complete. (For OD.R. & 704.33

13 No.s Providing and fixing Hectometer as per I.R.C. type design including

10.00 lettering and painting etc. complete. (ii) Fixing in C.C. 1:5:10 356.50

14 No.s 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 required; painted with best qualityepoxy coatings in black and

12.00 whitebends. the details of symbol for eachboard shall details of 3856.90

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)..

15 No.s MMGSY Logo Board:- Providing and fixing MMGSY Logo Board

made out of 2mm aluminium sheet, as per the drawing & design. Pre

treated with phospheting process and acid etching coated with one

coat of epoxy primer and two coat of best quality epoxy paint,

refloctrorized with retro reflective sheeting as per the latest M.O.S.T.

specification, 3.1 Mt. long stand post and frame fabricated from

suitable size iron angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm as

required painted with best quality epoxy coatings in black and white

2.00 bends. The details of symbol for each board shall be as per the 4545.00

instruction of engineer in charge. The fixing at site shall be in 1:2:4

CC block of size 45 x 45 x 60 cms for each leg, including excavation

curing etc. complete under the supervision of Engineer-In-Charge

(A)Engineering grade.

16 No.s 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

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

8.00 details of symbol or inscription / numerals for each board shall be as 5045.36

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)...

17 No.s 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 long (2 nos) stand post

4.00 and frame fabricated from suitable size iron angle of 50 x 50 x5mm 14831.71

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

18 No.s Chevron sign :-Providing and fixing sign boards made out 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; 3.3 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

9.00 at site shall be in 1:2:4 CCblockof size 45 x 45 x 60 Cms. for each leg 3711.75

includingexcavation, curing etc.complete under the supervision

ofengineer in charge. A warranty for 7 years for the Retroreflective

sheeting from original manufacturer & a

19 Cu.Mt Excavation for foundation up to 1.5m depth including sorting out and

stacking of useful material and disposing off the excavated stuff as

28.00 directed by Engineer in charge with all lead and lift in (2) Dense or 260.57

20 Cu.Mt Providing & filling in foundation with ordinary cement concrete M

100 mix and providing necessary vertical pin headers including

4.10 formwork vibrating ramming & curing complete. 3325.30

21 Sq.mt. Providing and laying - Fitter Media 600mm thick directed at the back

of abutments, returns and wing walls as per detailed specifications

22 M.T. Providing and fixing in position ISI mark TMT (Fe-500) bar for

temperature reinforcement for mass concrete pier/abutment returns

0.29 including cutting bending and tying as required complete 73858.69

23 No Providing weep holes in abutment, returns using 100 mm. dia A.C.

pipe with C.I. grating including cutting, placing the pipe in required

36.00 slope and position as directed etc. complete. (As per detailed 89.20

24 Cu.Mt. Earth work for embankment including breaking clods dressing with

all lead & lifts and including watering rolling and consolidation of

sub grade in layers of O.M.C. to required dry density including filling

in depressions which occure during the process using vibratory roller

75.00 80 to 100 KN (A) From Borrow Pits Within Land Width Having 160.14

C.B.R. More than 5.00%

25 Cum. Providing and casting in situ ordinary cement concrete M-150 mix

and providing necessary pin headers including shuttering, scafolding,

laying, vibrating, curing and finishing complete without V-groves.

(A) Height from 0.0 M to 5.0 M.

Rs. Ninty Nine Lack Seventy Seven Thousand Seven Hundred Twenty Three and Paise Sixty One 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. 9977723.61 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.

Signature of Bidder

Deputy Executive Engineer Executive Engineer

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