Package No.4/BAR/MMGSY/RES/3-RD/25-26(1)Nani Bhatlav village bhikhubhai house near to madhi kadod road to bhagat faliya joining road 2.00 km (2)Juni Kikvad samsanbhumi joining road KM. (0/00 To 1/300 KM) (3) Juni kikvad approach road 1.0 KM. (w/s 0/00 To 1/650 KM) Total length:3/950 kmTa. Bardoli Di. Surat.

Name of work: Package No.4 /BAR/MMGSY/RES/3-RD/25-26 (1)Nani Bhatlav village bhikhubhai house near to madhi kadod

road to bhagat faliya joining road 2.00 km (2)Juni Kikvad samsanbhumi joining road KM. (0/00 To 1/300 KM)

(3) Juni kikvad approach road 1.0 KM. (w/s 0/00 To 1/650 KM) Ta. Bardoli Di. Surat.

Memorandum showing items of works to be carried out

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

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

may be more or less In figures estimated quantities

1 0.45 Hect. Clearing and grubbing road land, including uprooting rank 34889.38

vegetation, grass bushes, shrubs, saplings, and trees girths up to

mm, removal of stumps of trees cut earlier, and disposal of

unserviceable materials(D) By mechanical means in area of thorny

2 14700.00 Sq.mt. Scarifying gravelled macadam or bitumen macadam surface 6 cm to 42.76

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

disposing off remaining stuff.

3 914.00 Cu.mt. Earthwork in cutting in all sorts of soil and soft murrum including 109.41

conveying and putting the stuff in spoil bank maintaining minimum

distance of five meter between top edge and cutting and toe of spoil

4 45.00 Rmt Supplying and fixing reinforced concrete heavy duty non-pressure 3469.26

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2 watering

and laying (to level or slopes) of class NP3 of following internal

daimeters.(iii) 900mm dia.

5 726.75 Cu.mt. Supplying Stacking and Spreading the Hard Murrum including 635.48

rolling and watering etc. Complete.

6 425.25 Cu.mt. Providing and laying 150mm thick W.B.M of Grading-II in two layer 1094.16

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 charge.

7 467.85 cu.mt. Construction of granular sub-base 150 mm thick layer by providing 742.63

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.

8 562.50 M.Ton Providing and laying bituminous base course 37.5mm thick 2752.45

compacted in one layer with tack coat of asphalt Emulsion RS-1 at

the rate of 2.5 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.

9 810.00 M.Ton Providing & laying 37.50mm. thick compacted Bituminous Macadam 3881.36

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

consolidation with vibrating roller including operating plant and

machinery cost of asphalt, fuel, oil, lubricant and labour charges etc.

complete. total weight of mix for binder by Batch mix Plant laid

process including transporting the mix and spreading the same by

paver finisher and consolidation by vibratory roller including

providing and operating required drum mix plant & machinery cost

of fuel, asphalt, oil, lubricant & labour (As per R.A.)

10 565.00 M.Ton Providing & laying 25 mm. thick SDBC using B.T. stone chips as per 4847.30

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.

11 393.75 M.Ton Providing, laying and rolling 25mm thick open graded premixed 4000.41

bituminous carpet with B.T. aggregate as specified and using

bitumen for mixing with aggregateat the rate of 3.36%i.e.

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

12 202.50 M.Ton Providing and laying seal coat with B.T. aggregate as specified 4420.27

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

13 18563.00 Sq.mt. Providing and laying asphalt painting on B.T. surface with bitumen 47.13

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

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

14 6.00 No.s Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 704.33

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. &

15 21.00 No.s Providing and fixing Hectometer as per I.R.C. type design including 356.50

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

16 4.00 No.s Informatory sings: Providing and fixing sing boards made out of 3856.90

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

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 6.00 No.s Direction sign (Junction board):-Providing and fixing sing boards 14831.71

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

19 18.00 No.s Chevron sign :-Providing and fixing sign boards made out of1.5mm 3711.75

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

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

includingexcavation, curing etc.complete under the supervision

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

sheeting from original manufacturer & a

20 219.00 Cu.Mt Excavation for foundation upto 1.5 m depth including sorting out and 260.57

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead.(B) Dense or Hard soil Dense or hard Soil.

21 30.50 Cu.Mt Providing & filling in foundation with ordinary cement concrete M 3325.30

100 mix and providing necessary vertical pin headers including

formwork vibrating ramming & curing complete.

22 30.10 Cu.Mt Providing & filling in foundation with ordinary cement concrete M 3695.35

150 mix and providing necessary vertical pin headers including

formwork vibrating ramming & curing complete.

23 10.00 No. Providing and fixing Guard stone as per I.R.C. type design including 350.80

white washing etc. complete (II) Fixing in C.C. 1:5:10

24 1.00 No. Providing and fixing 20cm x 15cm x 2.5cm thick year plate of marble 279.69

stone set in C.M. 1:4 including Finishing and engraving letters, etc.

25 37.42 Sq.mt. White washing with lime on wall surface (two coats) to give an even 13.03

shade including thoroughly booming the surface to remove all dirt,

dust; mortar drops and other foreign matter.

26 235.00 Sq.mt. Providing and laying - Fitter Media 600mm thick directed at the 1311.18

back of abutments, returns and wing walls as per detailed

27 1.87 M.T. Providing and fixing in position ISI mark TMT (Fe-500) bar for 73858.69

temperature reinforcement for mass concrete pier/abutment returns

including cutting bending and tying as required complete

28 235.00 No Providing weep holes in abutment, returns using 100 mm. dia A.C. 89.20

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

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

29 500.00 Cu.Mt. Earth work for embankment including breaking clods dressing with 160.14

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

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

C.B.R. More than 5.00%

30 393.30 Cum. Providing and casting in situ ordinary cement concrete M-150 mix 3988.04

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 Mt.

Rs. One Corer Fifty Five Lack Fifty Three Thousand Seven Hundred Ninty Five and Paise Twenty Three 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. 15553795.23 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

Deputy Executive Engineer Executive Engineer

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