Package No.05 /KAM/MMGSY/RES/1-RD/26-27 1)Velanja shekhpur to Railway Crossing Sayan Sugar factory road KM. 0/00 To 1/600 KM Ta. Kamrej Di. Surat.

Name of work: Package No.05 /KAM/MMGSY/RES/1-RD/26-27 1)Velanja shekhpur to Railway

Crossing Sayan Sugar factory road KM. 0/00 To 1/600 KM Ta. Kamrej 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 0.148 Hect. Clearing and grubbing road land, including 34889.38

uprooting 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 2432.000 Cu.mt. Box cutting the road surface to proper slope and 109.41

camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed upto

3 1476.000 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 bank.

4 25.000 Rmt Supplying and fixing reinforced concrete heavy 3469.26

duty 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)

5 135.000 Cu.mt. Supplying Stacking and Spreading the Hard 584.08

Murrum including rolling and watering etc.

6 467.000 Cu.mt. Construction of dry lean cement concrete Sub- 2268.46

base over a prepared sub-grade with coarse and

fine aggregate conforming to IS: 383, the size of

coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1,

aggregate gradation after blending to be as per

table 600-1, cement content not to be less than

220 kg/ cum, optimum moisture content to be

determined during trial length construction,

concrete strength not to be less than 10 Mpa at

days, mixed in a batching plant, transported to

site, laid with a fixed form paver or conventional

method, compacting with 8-10 tonnes vibratory

roller, finishing and curing etc. complete.

7 896.000 Cu.mt. Construction of un-reinforced, dowel jointed, 5976.17

plain cement concrete pavement over a prepared

sub base with concrete grade M30, coarse and

fine aggregate conforming to IS 383, maximum

size of coarse aggregate not exceeding 25 mm,

mixed in a batching and mixing plant as per

approved mix design, transported to site, laid

with a fixed form or slip form paver, spread,

compacted and finished in a continuous

operation including provision and cost of

contraction, expansion, construction and

longitudinal joints, joint filler, separation

membrane, sealant primer, joint sealant,

debonding strip, dowel bar, tie rod, admixtures,

recron fibers as approved, curing compound,

finishing to lines and grades as per drawing and

as directed by the engineer in charge.

8 768.000 Sqmt Providing and fixing pre-cast Rubber Dye / steel 706.93

Dye inter locking concrete block 60mm thick

with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 :

including 35 mm Sand layer for levelling and

filling the joint with sand in proper line and level

as per guidlines of\ IRC : SP 63-2018 etc.

9 506.000 Cu.mt. Construction of granular sub-base by grade-II, 711.30

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, complete.

10 486.000 cu.mt. Construction of granular sub-base 100 mm thick 765.71

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 vibratory

roller to achieve the desired density etc.

11 665.500 M.Ton Providing & laying 50 mm. thick compacted 3614.22

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.

12 217.800 M.Ton Providing and laying seal coat with B.T. 4262.10

aggregate as 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 .

13 6050.000 Sq.mt. Providing and laying asphalt painting on B.T. 44.85

surface 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.

14 2 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.)

15 7.000 No.s Providing and fixing Hectometer as per I.R.C. 356.50

type design including lettering and painting etc.

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

16 1.000 No.s Informatory sings: Providing and fixing sing 3856.90

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)..

17 2.000 No.s MMGSY Logo Board:- Providing and fixing 4545.00

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, 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

x 60 cms for each leg, including excavation

curing etc. complete under the supervision of

Engineer-In-Charge (A)Engineering grade.

18 2.000 No.s Village name/ Bump Ahed sign :-Providing and 5045.36

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 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)...

19 2.000 No.s Direction sign (Junction board):-Providing and 14831.71

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 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)...

20 227.750 Sq.mt. Road marking with hot applied thermoplastic 367.72

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

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 years.

21 382.000 No.s Cat Eye / Road Stud / RPM: Supplying of 217.40

Molded 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, 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 +/-

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

22 3.000 No.s Cautionary Warning Sign :-Providing and fixing 3808.66

sing 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)

23 6.000 No.s Chevron sign :-Providing and fixing sign boards 3711.75

made 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 7 years for the Retro reflective sheeting from

24 4.000 No.s Regulatory/Mandatory signs :Providing and 3439.81

fixing 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

25 2.000 No.s STOP SIGN:-Providing and fixing sing boards 4676.06

made 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.

26 1280.000 Rmt Providing and fixing pre-cast concrete kerb 395.86

stone of gray cement-based concrete block 30cm

length,30cm height, and 15cm thick of M200

grade concrete as per approved design and

including excavation for fixing in proper line and

level, filling the joint with C: M 1:3

(1cement:3fine sand) etc

Rs. One Corer Twenty Six Lack Seventy Eight Thousand Eight Hundred Sixty One and Paise Five 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. 12678861.05 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