Package No./PAL/MMGSY/RES/2-RD/26-27 1)Dastan Bagumara taraf surat Bardoli state highway ne jodto Road KM 0/00 to 3/000 (2)Ambheti Halpativas road at village Ambheti Km 0/0 to 0/850 Total Lentgh:3/850 km Ta. Palsana Di. Surat.

Name of work: Package No.F/PAL/MMGSY/RES/2-RD/26-27 (1)Dastan Bagumara taraf surat

Bardoli state highway ne jodto Road KM 0/00 to 3/000 (2)Ambheti Halpativas

road at village Ambheti Km 0/0 to 0/850 Total Length-3.850km Ta. Palsana Di.

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 0.399 Hect. Clearing and grubbing road land including uprooting

rank vegetation grass bushes,shrubs,sapling and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials(D) By 34889.38

mechanical means in area of thorny jungle

2 3997.00 Cu.mt. Box cutting the road surface to proper slope and

camber formaking a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt.lead. 109.41

3 2243.00 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 rotavator at OMC and compacting with 782.86

vibratory roller to achieve the desired density etc.

4 1580.00 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 in 860.23

sub- base / base course on well prepared surface and

compacting with vibratory roller to achieve the desired

5 9750.00 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)

pressure spreayer etc. complete including the cost of 60.26

asphaltspreayer etc. complete including the cost of

6 38.25 cu.mt Providing and laying cement concrete 1:2:4 (

Cement : 2 : coarse sand : 4 graded stone aggregate

20mm nominal size) and curing complete excluding

cost of form work in (A) Foundation & Plinth (more 3741.68

7 2763.00 Sqmt Providing and fixing pre-cast steel Dye inter locking

concrete block 100 mm thick with grade of concrete

M 250 pnumatic compressed / vibrated mechanically

and as per approved design Confirming to IS 15658 :

2006 including 35 mm Sand layer for levelling and

filling the joint with sand in proper line and level as 1038.73

per guidlines of IRC : SP 63-2018 etc. Complete.

8 12.00 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 2795.68

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.

9 941.30 M.Ton Providing & laying 37.5 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

plant including consolidation with vibrating roller 3590.62

including operating plant and machinery cost of

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

10 656.10 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

mix plant & spreading the same by paver finisher 4508.79

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.

11 11410.00 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 43.88

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

12 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

painting,lettering etc. complete (For O.D.R and V.R.)

13 16.00 No.s Providing and fixing Hectometer as per I.R.C. type

design including painting, lettering etc. complete.(ii)

Fixing in C.C. 1:5:10

14 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

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 3.00 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 black 5045.36

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 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

x5mm 75x75x6mm as required; painted with best

quality epoxy coatings in black and white bends. the 14831.71

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

17 12.00 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

18 662.10 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

Rs. One Corer Fourty Four Lack One Nine Thousand Four Hundred Eightteen and Paise Six 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. 14419418.06 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

Signature of Bidder

Deputy Executive Engineer Executive Engineer

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