Package No. 12/KAM/MMGSY/RES/1-RD/26-27 (1) Dhoranpardi Navipardi joining navi Pardi Limodara Road KM 0/00 To 1/500 KM (2) Shekhpur Kareli Road KM. 0/00 to 1/00 Ta. Kamrej Di. Surat.

Name of work: Package No. 12/KAM/MMGSY/RES/1-RD/26-27 (1) Dhoranpardi Navipardi joining

navi Pardi Limodara Road KM. 0/00 To 1/500 KM (2) Shekhpur Kareli Road KM 0/00

to 1/00 KM Ta. Kamrej 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 0.21 Hect. Clearing and grubbing road land, including uprooting 34889.38

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)

By mechanical means in area of thorny jungle

2 5063.00 Cu.mt. Scratching Existing Bitumin Road Surface With 3.23

Hydraulic Excavator

3 3750.00 Sq.mt. Scarifying gravelled macadam or bitumen macadam 42.76

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining

4 2115.00 Cu.mt. Earthwork in cutting in all sorts of soil and soft murrum 109.41

including conveying and putting the stuff in spoil bank

maintaining minimum distance of five meter between

top edge and cutting and toe of spoil bank.

5 95.00 Rmt Supplying and fixing reinforced concrete heavy duty 3469.26

non-pressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications

including setting the pipes in C.M. 1:2 watering and

laying (to level or slopes) of class NP3 of following

internal daimeters.(iii) 900mm dia.

6 1626.91 Cu.mt. Earthwork for embankment including breaking clods, 177.91

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the

depression which occur during the process using power

roller 8T to 10T.(E) From Borrow area within 3.0KM.

7 182.00 Cu.mt. Supplying Stacking and Spreading the Hard Murrum 551.86

including rolling and watering etc. Complete.

8 881.00 Cu.mt. Construction of granular sub-base by grade-II, 649.76

spreading in uniform layers with motor grader on

prepared surface, mixing by mixing by mix in place

method with rotavator at OMC, and compacting with

vibratory roller to achieve the desired density,

9 1428.00 Cu.mt. Providing and laying 150mm thick W.B.M of Grading- 1078.99

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 filler,

including spreading, watering and cosolidation by

vibratory roller as per MoRTH specifications etc

complete as directed by engineer in charge.

10 741.00 M.Ton Providing and laying bituminous base course 37.5mm 2818.42

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 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.

11 459.40 M.Ton Providing and laying37.5 mm thick compacted 3642.21

Bituminous Macadam with using VG-30 asphalt for

tack coat at 2.5 Kg./10Sq.mt. using stone aggregate as

per gradation and asphalt grade VG-30 at 3.4 % by

weight of total mix hot laid process with drum mix

plant, including consolidation with vibratory roller,

including operating plant and machinery cost of

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

complete (As per R. A.)

12 474.40 M.Ton Providing & laying 50 mm. thick compacted 3607.00

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.

13 364.90 M.Ton Providing and laying seal coat with B.T. aggregate 4244.85

as specified using aggregate at the rate of

Cu.mt./10 Sq. mt. and bitumen grade VG-30 for mixing

with aggregate at the rate of 4.5 % i.e. 45.00 Kg. / M.T.

of total mix including heating and mixing in drum mix

plant and transporting and spreading the same by paver

finisher and consolidation with vibratory roller

including necessary fire wood , oil , lubricant , labour

charges using contractor's own drum mix plant,

machineries and equipment tools etc. complete in

accordance with the requirement of specification .

14 10134.38 Sq.mt. Providing and laying asphalt painting on B.T. surface 44.77

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.

15 3.00 No.s Providing and fixing ordinary kilometer stone of 704.33

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

per I.R.C. type design in C.C. 1:4:8 including lettering

and painting etc. complete. (For OD.R. & V.R.)

16 10.00 No.s Providing and fixing Hectometer as per I.R.C. type 356.50

design including lettering and painting etc. complete.

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

17 4.00 No.s Informatory sings: Providing and fixing sing boards 3856.90

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)..

18 4.00 No.s MMGSY Logo Board:- Providing and fixing MMGSY 4545.00

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, 3.1 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 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 grade.

19 4.00 No.s Village name/ Bump Ahed sign :-Providing and fixing 5045.36

sing boards made out of 2mm aluminium sheet; size

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

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

20 10.00 No.s Direction sign (Junction board):-Providing and fixing 14831.71

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

21 232.20 Sq.mt. Road marking with hot applied thermoplastic paints 367.72

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 years.

22 478.00 No.s Cat Eye / Road Stud / RPM: Supplying of Molded Twin 217.40

Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and reflective

panels with micro prismatic lens capable of providing

total internal reflection of the light entering the lens

face and shall support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The

height, width and length shall not exceed 20mm,

mm and 130 mm and with minimum reflective area of

13 Sqcm on each side and the slope to the base shall be

35 +/- 5 degree. The strength of detachment of the

integrated cylindrical shanks, (of diameter not less than

19 +/- 2 mm and height not less than 30+/- 2 mm) from

the body is to be a minimum value of 500 Kgf. Fixing

will be by drilling holes on the road for the shanks to go

inside, without nails and using epoxy resin based

adhesive as per manufacturers recommendation and

The color of the marker should be as per

23 6.00 No.s Cautionary Warning Sign :-Providing and fixing sing 3808.66

boards made out of 2mm aluminium sheet; size 90 x

x 90 cms. equilateral triangle as per 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 refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x35 x

3mm, 75 x 75 x 6mm as required; painted with

bestquality epoxy coatings in black andwhite bends.

The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for

each leg.including excavation, curing etc.complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)

24 12.00 No.s Chevron sign :-Providing and fixing sign boards made 3711.75

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 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

25 6.00 No.s Regulatory/Mandatory signs :Providing and fixing sing 3439.81

boardsmade out of 2mm aluminium sheet; size 60cms.

diameter circle asper the design of IRC-67-1977 pre

treated with phospheting process & acid eteching;

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; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best quality

epoxy 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 60cms. for each leg.

including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer

26 4.00 No.s STOP SIGN:-Providing and fixing sing boards made 4676.06

out of 2mm aluminium sheet; size 90 x 90cms.

rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; 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; 3.1m long stand

post and frame fabricated from suitable size iron angle

of 35 x 35 x 3mm 75x75x6mm as required; painted

with best quality epoxy 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 60cms.

for each leg. including excavation curing tec. complete

under the supervision of engineer in charge.(A)

Engineering grade.

27 83.00 Cum. Excavation for foundation upto 1.5 m depth including 203.77

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(A) Loose or soft soil

28 210.00 Cum. Supply & Laying of Mechanically Woven Double 4383.40

Twisted Hexagonal Shaped Wire Mesh Gabion Boxes

of required size, Mesh Type 10x12cm, Zinc and PVC

coated, Mesh Wire dia. 2.7/3.7mm (ID/OD),

mechanically edged / selvedged, with heavy coating of

galvanization as per EN 10223-3/ASTM A975 with

partitions at every 1m interval and properly packed

with approx 200mm size rubble including transportion

and placing at indicated place as per direction of

engineer in charge including tools, plants, labour,

material, royalty charge etc in all respect and stiching

with lacing wire of dia 2.2/3.2 mm (ID/OD), including

all safty precautions and with all lead lift.

29 165.00 Sqm. Providing and laying of thermally bonded non woven 262.60

geotextile of approved brand and quality beneath the

Gabian wall as directed.

Rs. One Corer Twenty Two Lack Eight Thousand Two Hundred Eighty One and Paise Thirty Eight 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. 12208281.38 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

Signature of Bidder

Deputy Executive Engineer Executive Engineer

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