Pakage No. 06/KAM/MMGSY/RES/2-RD/26-27 1) NH 8 to Girnar Hotel to Amboli Gam road KM. (0/00 To 2/600 KM) 2) NH 8 Choryasi Approach Road KM. 0/00 To 0/500 KM Ta. Kamrej Di. Surat.

Name of work: Pakage No. 06/KAM/MMGSY/RES/2-RD/26-27 1) NH 8 to Girnar Hotel to

Amboli Gam road KM. (0/00 To 2/600 KM) 2) NH 8 Choryasi Approach Road

KM. 0/00 To 0/500 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 0.261 Hect. 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 cut earlier, and disposal of 34889.38

unserviceable materials(D) By mechanical means

in area of thorny jungle

2 2049.50 Cu.mt. Box cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and depositing on the 109.41

road side slope as directed upto 50Mt.lead.

3 9437.50 Sq.mt. Scarifying gravelled macadam or bitumen

macadam surface 6 cm to 10 cm.depth including

stacking useful materials on road side and

disposing off remaining stuff.

4 2160.00 Cu.mt. Earthwork in cutting in all sorts of soil and soft

murrum including conveying and putting the stuff

in spoil bank maintaining minimum distance of 109.41

five meter between top edge and cutting and toe of

5 25.00 Rmt Supplying and fixing reinforced concrete heavy

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M. 3469.26

1:2 watering and laying (to level or slopes) of class

NP3 of following internal daimeters.(iii) 900mm

6 216.00 Cu.mt. Supplying Stacking and Spreading the Hard

Murrum including rolling and watering etc. 560.05

7 440.00 Cu.mt. Construction of dry lean cement concrete Sub- 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 2387.00

construction, concrete strength not to be less than

10 Mpa at 7 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. cpmplete.

8 500.00 Cu.mt. Construction of un-reinforced, dowel jointed, plain

cement concrete pavement 200 mm thick 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 slip form paver with electronic sensor, spread,

compacted and finished in a continuous operation

including provision of contraction, expansion, 5976.17

construction and longitudinal joints, joint filler,

separation membrane, sealant primer, joint sealant,

debonding strip, plastic sheath, metal cap, cotton /

compressible sponge, dowel bar, tie rod,

admixtures as approved, Curing with curing

compound, Hessian Cloth, Mechanical Broom and

air compressor for cleaning, Texturing machine,

finishing to lines and grades as per drawings,

specifications and guidelines as per latest MoRTH

9 1000.00 Clause 602,and

Sqmt Providing IRCfixing

Provisions and asDye

Rubber per /the

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 : 2006 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. Complete.

10 700.00 Sqmt Providing and fixing pre-cast concrete kerb stone

of gray cement based concrete block 30cm

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

concret as per approved design and including 395.86

excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine sand) etc

11 75.00 Rmt Providing and casting in situ Ordinary cement

concrete M 200 for kerb / kerb block including

form work curing and finishing etc complete. 4307.75

12 639.00 Cu.mt. 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 669.87

rotavator at OMC, and compacting with vibratory

roller to achieve the desired density, complete as

per clause 401.B

13 186.00 cu.mt. 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 motor grader on prepared surface, mixing by 734.94

mix in place method with rotavator at OMC and

compacting with vibratory roller to achieve the

desired density etc. complete.

14 1750.00 cu.mt. Providing and fixing pre-cast steel Dye inter

locking concrete block 80 mm thick with grade of

concrete M 350 pnumatic compressed / vibrated

mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm 988.30

Sand layer for levelling and filling the joint with

sand in proper line and level as per guidlines of

IRC : SP 63-2018 etc. Complete.

15 280.00 Cu.mt. Construction of granular sub-base 100 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 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. complete.

16 1090.00 M.Ton Providing and laying 50 mm thick compacted

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 3.40 % by weight of total mix hot laid

process with drum mix plant, including

consolidation with vibratory roller, including 3600.38

operating plant and machinery cost of asphalt, fuel,

oil, lubricant, and labour charges, etc., complete

17 356.70 M.Ton Providing and laying seal coat with B.T.

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 4246.85

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 .

18 9909.38 Sq.mt. Providing and laying asphalt painting on B.T.

surface with bitumen VG-30 at rate 5.00Kg /

10Sq.mt. including spreading stone dust for 44.78

painting surface at rate of 0.03 cu.mt. / 10 sq.mt.

19 3 No.s 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. 704.33

1:4:8 including lettering and painting etc.

complete. (For OD.R. & V.R.)

20 12.00 No.s Providing and fixing Hectometer as per I.R.C. type

design including lettering and painting etc.

complete. (ii) Fixing in C.C. 1:5:10 356.50

21 3.00 No.s Informatory sings: Providing and fixing sing

boards made out of 2mm aluminium sheet; size

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)..

22 4.00 No.s 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, 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 4545.00

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

x 45 x 60 cms for each leg, including excavation

curing etc. complete under the supervision of

Engineer-In-Charge (A)Engineering grade.

23 4.00 No.s 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

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

24 4.00 No.s 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 14831.71

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

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)...

25 171.00 Sq.mt. 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 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.

26 227.00 No.s Cat Eye / Road Stud / RPM: Supplying of 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

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 217.40

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

27 3.00 No.s Cautionary Warning Sign :-Providing and fixing

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

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)

28 4.00 No.s Chevron sign :-Providing and fixing sign boards

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; 3711.75

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 original

29 4.00 No.s Regulatory/Mandatory signs :Providing and 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

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).

30 2.00 No.s STOP SIGN:-Providing and fixing sing boards

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

x 3mm 75x75x6mm as required; painted with best 4676.06

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 Fifty Lack Eighty Two Thousand Three Hundred Twenty Six and Paise Seventy 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

*Estimated amount *Estimated amount

put to tender Rs. 15082326.77 put to tender Rs.15082326.77

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

Signature of Bidder

Deputy Executive Engineer Executive Engineer

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