Package No. /Pal/MMGSY/RES/1-RD/26-27 1) Dastan Mota Road KM 0/00 to 5/000 Total Length 5.00 KM Ta. Palsana Di. Surat.

Name of work: Package No. /Pal/MMGSY/RES/1-RD/26-27 1) Dastan Mota Road KM 0/00 to 5/000

Total Length 5.00 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 quantities

1 0.42 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 materials(D) 34889.38

By mechanical means in area of thorny jungle

2 2371.00 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 upto 50Mt.lead.

3 1076.00 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 781.09

place method with rotavator at OMC and compacting

with vibratory roller to achieve the desired density

4 594.00 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 726.68

desired density, complete as per clause 401.B

5 594.00 Cu.mt. Providing, laying, spreading and compacting graded

stone aggregate to wet mix macadam specification

including premixing the Material with water at OMC

in mechanical mix plant carriage of mixed Material

by tipper to site, laying in uniform layers with paver 868.17

in sub- base / base course on well prepared surface

and compacting with vibratory roller to achieve the

desired density.

6 3300.00 Sq.mt. Providing and applying evenly Priming coat with

emulsion asphalt at the rate of 7.50 Kg/ 10 Sq.m on

road surface using emulsion SS-1 (Himcol Made) 60.26

pressure spreayer etc. complete including the cost of

7 174.00 Cu.mt. Construction of dry lean cement concrete Sub- base

over a prepared sub-grade with coarse and fine

aggregate conforming to IS: 383, the size of coarse

aggregate not exceeding 25 mm, aggregate cement

ratio not to exceed 15:1, aggregate gradation after

blending to be as per table 600-1, cement content not

to be less than 220 kg/ cum, optimum moisture 2438.14

content to be determined during trial length

construction, concrete strength not to be less than

Mpa at 7 days, mixed in a batching plant, transported

to site, laid with a fixed form paver or conventional

method, compacting with 8-10 tonnes vibratory roller,

finishing and curing etc. complete.

8 253.00 Cu.mt. Construction of un-reinforced, dowel jointed, plain

cement concrete pavement over a prepared sub base

with concrete grade M30, coarse and fine aggregate

conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a batching

and mixing plant as per approved mix design,

transported to site, laid with a fixed form or slip form

paver, spread, compacted and finished in a continuous 5371.18

operation including provision and cost of contraction,

expansion, construction and longitudinal joints, joint

filler, separation membrane, sealant primer, joint

sealant, debonding strip, dowel bar, tie rod,

admixtures, recron fibers as approved, curing

compound, finishing to lines and grades as per

drawing and as directed by the engineer in charge.

9 400.00 Sq.mt. Providing and fixing pre-cast concrete kerb stone of

gray cement based concrete block 30cm length,30cm

height and 15cm thick of M200 grade concret as per

approved design and including excavation for fixing 395.86

in proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

10 2172.80 M.Ton Providing & laying 50 mm. 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 3540.03

plant including consolidation with vibrating roller

including operating plant and machinery cost of

asphalt, fuel, oil, lubricant and labour charges etc.

11 946.00 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

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 4512.36

mix plant & spreading the same by paver finisher

including rolling & consolidation with 10 - 12 tonnes

vibratory roller & providing tools plants, fire wood,

oil, kerosene, labour charges using contractor's own

machineries etc. complete.

12 16453.00 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 painting surface at

rate of 0.03 cu.mt. / 10 sq.mt.

13 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. 1:4:8 including 704.33

lettering and painting etc. complete. (For OD.R. &

14 20.00 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

15 2.00 No.s Informatory Signs :-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 3856.90

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)...

16 2.00 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,

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 4545.00

coatings in black and white bends. The details of

symbol 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 60 cms for each leg,

including excavation curing etc. complete under the

supervision of Engineer-In-Charge (A)Engineering

17 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 epoxy coatings in 5045.36

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 2.00 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

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 9.00 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 coatingsin black and white bends. the details of 3711.75

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

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 1005.55 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 130 mcd/m2/lux and

Asphalt road shall be min 100 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

21 400.00 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 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 complete.

Rs. One Corer Eighty Five Lack Ninty Six Thousand Eight Hundred Thirty Four and Paise Twenty Five 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. 18596834.25 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 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