: Package No. /PAL/MMGSY/RES/1-RD/26-27 1) Bagumra Baleshwar Road KM 0/00 to 4/400 Total Length 4.4 Km Ta. Palsana Di. Surat.

Name of work: Package No. /PAL/MMGSY/RES/1-RD/26-27 (1)Bagumra Baleshwar Road

KM 0/00 to 4/400 Total Length 4.4 km Ta. Palsana 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 0.528 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 34889.38

unserviceable materials(D) By mechanical

means in area of thorny jungle

2 1674.00 Cu.mt. Box cutting the road surface to proper slope and

camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed 109.41

upto 50Mt.lead.

3 918.00 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 method with 834.94

rotavator at OMC and compacting with vibratory

roller to achieve the desired density etc.

4 558.00 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 density,

complete as per clause 401.B

5 486.00 Cu.mt. Providing & laying spreading and compacting

stone aggregate 45mm to 90mm size to W.B.M.

grade I,150 mm 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

type of screening/binding/filler materials to fill 1560.45

up the interstices of coarse aggregate, watering

and compacting to the required density. Grading

II using screening type B (13.2 mm stone

6 1635.40 M.Ton Providing & laying 50 mm. thick compacted

Bituminous Macadam with using VG-30 asphalt

for tack coat at 2.5 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 3563.33

operating plant and machinery cost of asphalt,

fuel, oil, lubricant and labour charges etc.

7 851.70 M.Ton 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. (As per

8 1100.00 Sq.Mt. Providing and laying mastic asphalt 25 mm

(average)thik wearing course with paving grade

bitumen requirement as per MORTH table 500-

39 after cleaning the surface tack coat asphalt

VG-30 at the rate of 2.5 kg/10sqm and chicken

mesh reinforcement 1.5 mm dua steel wire with

heagonal or rectangular opening size 20-25mm

shall be laid and over this prepared suracelaid

prepared mastc asphalt,using coarse aggregate

13 mm nominal size 40 % by mass of total mix

and fine aggregate 2.36 to 0.075 mm 31.9 % ad

asphalt grade VG-30 at the rate of 10.2 % by

weight of total mix in mastic cooker and laid to

required level and slope after cleaning the 1009.25

surface,after laying the mastic asphalt for

resistenct to skidding aggregate size passing

mm sieve and required on 6.7 mm sieve

precoated with bitumen VG-30 at thr rate of 2%

and applied at the rate of 0.005 cum per 10 sqm

and at an approximate spacing of 10 cm centre to

centre in both directions,pressed into surface

when the temperature of surface is not less than

9 14812.50 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 44.02

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

10 6.00 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. 704.33

1:4:8 including lettering and painting etc.

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

11 18.00 No.s Providing and fixing Hectometer as per I.R.C.

type design including lettering and painting etc.

complete. (ii) Fixing in C.C. 1:5:10 356.50

12 1.00 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 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)..

13 2.00 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 5045.36

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)...

14 4.00 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 and frame fabricated

from suitable size iron angle of 50 x 50 x5mm

75x75x6mm as required; painted with best 14831.71

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)...

15 885.55 Sq.mt. Road marking with hot applied thermoplastic

paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excludingof surface

applied glass beds as per IRC:35- 2015. The

finished surface to be level, uniform and free

from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white

color marking should provide liminance

coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service lifeduring the day

time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity

and skid resistance as mentioned in the section-

15 of IRC 35-2015. Warranty for the Retro

reflectivity should be two years.

16 4.00 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 3711.75

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

17 500.00 Rmt Providing and Fixing ‘W’ type safety double

beam crush barrier using M.S. iron channel

150mm x 75mm x 5mm size erected at 1.50 Mt.

center to Center and Providing ‘w’ shaped

galvanized steel sheet guard rail 3mm thick for

crash barrier in single row as per detailed 3101.98

drawing with fabrication and installation charges

including providing foundation block of size

0.60 x 0.60 x 0.75 Mt. in c. c. 1:2:4 and oil

painting two coats with one coat of red oxide etc

Rs. One Corer Fifty Five Lack Eighty Nine Thousand Five Hundred Two and Paise Eighty 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

*Estimated amount *Estimated amount

put to tender Rs.15589502.81 put to tender Rs.

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

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

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