Package No.6/BAR/MMGSY/RES/2-RD/25-26 (1) Bardoli Asthan Kharvas Road. (0/00 To 1/650 KM)(2)Vadoli Babla road (Babla Approach Road) (0/00 To 2/400 KM)Total Lentgh:4/050 km Ta. Bardoli Di. Surat.

Name of work: Package No.6/BAR/MMGSY/RES/2-RD/25-26 (1) Bardoli Asthan Kharvas

Road. (0/00 To 1/650 KM) (2)Vadoli Babla road (Babla Approach Road)

(0/00 To 2/400 KM) Ta. Bardoli Di. 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

1 Clearing and grubbing road land, including

uprooting rank vegetation, grass bushes, shrubs,

saplings, and trees girths up to 300 mm, removal

0.36 Hect. of stumps of trees cut earlier, and disposal of 34889.38

unserviceable materials(D) By mechanical

means in area of thorny jungle

2 Scarifying gravelled macadam or bitumen

macadam surface 6 cm to 10 cm.depth including

12188.00 Sq.mt. stacking useful materials on road side and 42.76

disposing off remaining stuff.

3 Earthwork in cutting in all sorts of soil and soft

murrum including conveying and putting the

1465.00 Cu.mt. stuff in spoil bank maintaining minimum 109.41

distance of five meter between top edge and

cutting and toe of spoil bank.

4 Supplying Stacking and Spreading the Hard

533.25 Cu.mt. Murrum including rolling and watering etc. 591.06

5 Construction of granular sub-base by providing

coarse graded material grading-II, spreading in

uniform layers with motor grader on prepared

488.25 Cu.mt. surface, mixing by mix in place method with 765.15

rotavator at OMC, and compacting with

vibratory roller to achieve the desired density,

complete as per clause 401.B

6 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

478.95 Cu.mt. in uniform layer with motor grader on prepared 817.05

surface, mixing by mix in place method with

rotavator at OMC and compacting with vibratory

roller to achieve the desired density etc.

7 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

425.25 cu.mt. 7% stone dust as filler, including spreading, 1189.37

watering and cosolidation by vibratory roller as

per MoRTH specifications etc complete as

directed by engineer in charge.

8 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

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 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

852.00 M.Ton batching drum mix plant & spreading the same 4804.77

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. (As per

10 Providing & laying 37.50mm. 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

consolidation with vibrating roller including

operating plant and machinery cost of asphalt,

fuel, oil, lubricant and labour charges etc.

11 Providing and laying asphalt painting on B.T.

surface with bitumen VG-30 at rate 5.00Kg /

14813.00 Sq.mt. 10Sq.mt. including spreading stone dust for 46.65

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

12 Providing and fixing ordinary kilometer stone of

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

4.00 No.s reinforcement as per I.R.C. type design in C.C. 757.16

1:4:8 including lettering and painting etc.

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

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

17.00 No.s type design including lettering and painting etc. 356.50

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

14 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

2.00 No.s sizeiron angle of 35 x 35 x 3mm75x75x6mm as 3856.90

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)..

15 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

4.00 No.s long (2 nos) stand post and frame fabricated 5045.36

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

16 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

3.00 No.s 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)...

17 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

9.00 No.s fabricated from suitable size ironngle 3711.75

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

18 Excavation for foundation up to 1.5m depth

including sorting out and stacking of useful

279.00 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.

19 Providing and filling in foundation with

ordinary Cement concrete M-100 mix and

37.20 Cu.Mt providing necessary vertical pin headers 3325.30

including formwork, vibrating, ramming and

20 curing complete.

Providing & filling in foundation with ordinary

cement concrete M 150 mix and providing

60.20 Cu.Mt necessary vertical pin headers including 3695.35

formwork vibrating ramming & curing complete.

21 Supplying and fixing reinforced concrete heavy

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

15.00 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)

22 Providing and fixing Guard stone as per I.R.C.

20.00 No. type design including white washing etc. 350.80

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

23 Providing and fixing 20cm x 15cm x 2.5cm thick

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

including Finishing and engraving letters, etc.

24 White washing with lime on wall surface (two

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust; mortar drops and other foreign matter.

25 Providing and laying - Fitter Media 600mm

266.00 Sq.mt. thick directed at the back of abutments, returns 1311.18

and wing walls as per detailed specifications

26 Providing and fixing in position ISI mark TMT

(Fe-500) bar for temperature reinforcement for

mass concrete pier/abutment returns including

cutting bending and tying as required complete

27 Providing weep holes in abutment, returns using

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

266.00 No including cutting, placing the pipe in required 89.20

slope and position as directed etc. complete. (As

per detailed specification)

28 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 80 to

100 KN (A) From Borrow Pits Within Land

Width Having C.B.R. More than 5.00%

29 Providing and casting in situ ordinary cement

concrete M-150 mix and providing necessary

444.20 Cum. pin headers including shuttering, scafolding, 3988.04

laying, vibrating, curing and finishing complete

without V-groves. (A) Height from 0.0 M to

Rs. One Corer Fifty Two Lack Seventy One Thousand Six Hundred Eighty Eight and Paise Twelve 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. 15271688.12 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 Executive Engineer

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