Package No.8/KAM/MMGSY/RES/1-RD/26-27 1)Velanja Joining Canal Road KM. (0/00 To 3/500 KM) Ta. Kamrej Di. Surat.

Name of work: Package No.8/KAM/MMGSY/RES/1-RD/26-27 1)Velanja Joining Canal Road KM.

(0/00 To 3/500 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 0.153 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 12750.000 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 stuff.

3 1530.000 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.

4 20.000 Rmt Supplying and fixing reinforced concrete heavy duty non- 3469.26

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)

5 1515.000 Rmt Providing and laying 100mm thick W.B.M of Grading-II 1160.80

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.

6 1004.100 M.Ton Providing and laying bituminous base course 37.5mm 2852.04

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.

7 1104.500 M.Ton Providing and laying37.5 mm thick compacted 3684.70

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.

8 482.000 M.Ton Providing and laying seal coat with B.T. aggregate as 4278.56

specified using aggregate at the rate of 0.24 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 .

9 12750.000 Sq.mt. Providing and laying asphalt painting on B.T. surface 44.95

with bitumen VG-30 at rate 5.00Kg / 10Sq.mt. including

spreading stone dust for painting surface at rate of

10 3.000 No.s Providing and fixing ordinary kilometer stone of precast 704.33

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.)

11 14.000 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

12 1.000 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)..

13 2.000 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

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

14 2.000 No.s Village name/ Bump Ahed sign :-Providing and fixing 5045.36

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 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

15 4.000 No.s Direction sign (Junction board):-Providing and fixing 14831.71

sing boards made out of 2mm aluminium sheet; size

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 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)...

16 211.000 Sq.mt. Road marking with hot applied thermoplastic paints with 367.72

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound

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

17 271.000 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, 130 mm and

130 mm and with minimum reflective area of 13 Sqcm

on each side and the slope to the base shall be 35 +/-

degree. The strength of detachment of the integrated

cylindrical shanks, (of diameter not less than 19 +/-

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

18 3.000 No.s Cautionary Warning Sign :-Providing and fixing sing 3808.66

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

19 6.000 No.s Chevron sign :-Providing and fixing sign boards made 3711.75

out of 1.5mm aluminium sheet / 3mm ACP (Aluminum

composite Panel); size 60x50cm rectangular as per

design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.3 mtr long stand post of

Iron Angle 75 x75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of35x35x3mm; painted with bestquality 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 blockof size 45 x 45 x 60 Cms. for

each leg including excavation, curing etc.complete under

the supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original

20 4.000 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

21 2.000 No.s STOP SIGN:-Providing and fixing sing boards made out 4676.06

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

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.

Rs. One Corer Twenty Three Lack Ninty Seven Thousand Five Hundred Sixty Six and Paise Twelve 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. 12397566.12 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