Package No. /PAL/MMGSY/RES/2-RD/26-27 (1) Ena Ghaluda Road KM (0/00 to 2/700) (2) Palsana Vyas Faliya To Kanav Road KM (0/00 to 2/400) Total Length-5.1 km Ta. Palsana Di. Surat.

Name of work: Package No. /PAL/MMGSY/RES/2-RD/26-27 (1) Ena Ghaluda Road KM (0/00 to

2/700) (2) Palsana Vyas Faliya To Kanav Road KM (0/00 to 2/400) Total Length-

5.1 km Ta. Palsana Di. Surat.

Memorandum showing items of works to be carried out

Quantities Item of work Estimated Total Amount

Quantities Item of work Estimated Total Amount

It. No. estimated but may In figures according to

be more or less Rs. Ps. estimated

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

1 0.61 Hect. cut earlier, and disposal of unserviceable materials(D) 34889.38

By mechanical means in area of thorny jungle

Box cutting the road surface to proper slope and

camber formaking a base for road work including

2 1235.00 Cu.mt. removing the excavated stuff and depositing on the 109.41

road side slope as directed upto 50Mt.lead.

Earthwork in cutting in all sorts of soil and soft

murrum including conveying and putting the stuff in

spoil bank maintaining minimum distance of five

meter between top edge and cutting and toe of spoil

Providing and fixing pre-cast steel Dye inter locking

concrete block 100 mm thick with grade of concrete

M 350 pnumatic compressed / vibrated mechanically

and as per approved design Confirming to IS 15658 :

4 2090.00 Sqmt 2006 including 35 mm Sand layer for levelling and 1527.12

filling the joint with sand in proper line and level as

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

Providing and laying cement concrete 1:2:4 (

Cement : 2 : coarse sand : 4 graded stone aggregate

5 17.00 Cu.mt. 20mm nominal size) and curing complete excluding 5371.18

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

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

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 7% stone dust as

7 182.00 Cu.mt. filler, including spreading, watering and cosolidation 1179.84

by vibratory roller as per MoRTH specifications etc

complete as directed by engineer in charge.

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

8 881.00 cu.mt. motor grader on prepared surface, mixing by mix in 841.04

place method with rotavator at OMC and compacting

with vibratory roller to achieve the desired density etc.

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

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.

Providing and laying 50 mm thick compacted

B.M.with B.T. aggregate as per MORT&H

specification using Tack Coat for coat at Emulsion RS-

1 2.50 Kg./10Sq.mt. with mechanical sprayer and

bitumen grade VG-30 for mixing at the rate

Kg/M.T. i.e. 3.4 % of total mix including heating the

aggregate and asphalt by drum mix plant and

10 1805.50 M.Ton spreading the same by paver finisher and 3646.47

consolidation with vibratory roller including

providing all materials, equipments, tools and plants,

oil, kerosene, fire wood, labour charges etc. complete

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

11 16384.00 Sq.mt. rate of 0.03 cu.mt. / 10 sq.mt. 44.00

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

12 8.00 No.s painting,lettering etc. complete (For O.D.R and V.R.) 704.33

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

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

13 21.00 No.s Fixing in C.C. 1:5:10 356.50

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

14 2.00 No.s black and whitebends. the details of symbol for 3856.90

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)...

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

15 1.00 No.s required painted with best quality epoxy coatings in 4545.00

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 grade.

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

16 10.00 No.s 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)...

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

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

18 775.10 Sq.mt. marking should provide liminance coefficinet on 367.72

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

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

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

Rs. One Corer Seventy Lack Fifteen Thousand Eight Hundred Fourty One and Paise Thirty Seven 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. 17015841.37 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

Signature of Bidder

Deputy Executive Engineer Executive Engineer

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