Package No. 16/KAM/MMGSY/RES/1-RD/26-27 1)Chikhali-Motifalod Road KM. (0/00 To 2/800 KM) Ta. Kamrej Di. Surat.

Name of work: Package No. 16/KAM/MMGSY/RES/1-RD/26-27 1)Chikhali-Motifalod Road KM.

(0/00 To 2/800 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 0.25 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 10500.00 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

3 1890.00 Cu.mt. Earthwork in cutting in all sorts of soil and soft 109.41

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

4 60.00 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.

5 237.67 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

6 336.00 Cu.mt. Supplying Stacking and Spreading the Hard Murrum 519.44

including rolling and watering etc. Complete.

7 1046.00 M.Ton Providing and laying bituminous base course 37.5mm 2762.55

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. complete.

8 1212.80 M.Ton Providing & laying 50 mm. thick compacted 3578.57

Bituminous Macadam with using VG-30 asphalt for

tack coat at 4.0 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.

9 396.90 M.Ton Providing and laying seal coat with B.T. aggregate 4223.52

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.

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 .

10 11025.00 Sq.mt. Providing and laying asphalt painting on B.T. surface 44.69

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.

11 2.80 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. &

12 12.00 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

13 1.00 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)..

14 2.00 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

cms for each leg, including excavation curing etc.

complete under the supervision of Engineer-In-Charge

(A)Engineering grade.

15 6.00 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

16 8.00 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

17 291.10 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

18 531.00 No.s Cat Eye / Road Stud / RPM: Supplying of Molded 217.40

Twin 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

19 3.00 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

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)

20 6.00 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

x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro reflective

sheeting from original

21 4.00 No.s Regulatory/Mandatory signs :Providing and fixing 3439.81

sing 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 Grade(VR).

22 2.00 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

x 60cms. for each leg. including excavation curing tec.

complete under the supervision of engineer in

charge.(A) Engineering grade.

23 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

24 210.00 Cum. Supply & Laying of Mechanically Woven Double 920514.00

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.

25 165.00 Providing and laying of thermally bonded non woven 43329.00

geotextile of approved brand and quality beneath the

Gabian wall as directed.

Rs. One Corer One Nine Lack Sixteen Thousand Four Hundred Thirty Six and Paise Ninty 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. 11916436.97 put to tender Rs.11916436.97

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 #NAME?

Panchayat (R&B) Sub Division #NAME?