Package No. 14/KAM/MMGSY/RES/2-RD/26-27 1)1 Segva Astha Road KM. (0/00 To 1/500 KM)(2) Nagod Dethali Road KM. (0/00 To 2/200 KM ) Ta. Kamrej Di. Surat.

Name of work: Package No. 14/KAM/MMGSY/RES/2-RD/26-27 1)1 Segva Astha Road KM.

(0/00 To 1/500 KM)(2) Nagod Dethali Road KM. (0/00 To 2/500 KM)(W/S

0/00 to 2/200 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 0.33 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 1274.00 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 50Mt.lead.

3 8438.00 Sq.mt. Scarifying gravelled macadam or bitumen 41.94

macadam surface 6 cm to 10 cm.depth including

stacking useful materials on road side and

disposing off remaining stuff.

4 2115.00 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 bank.

5 90.00 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)

6 2522.02 Cu.mt. Earthwork for embankment including breaking 177.91

clods, 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.

7 333.00 Cu.mt. Supplying Stacking and Spreading the Hard 498.60

Murrum including rolling and watering etc.

8 920.00 Cu.mt. Construction of granular sub-base by providing 617.11

coarse graded material grading-II, spreading in

uniform layers 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,

complete as per clause 401.B

9 1341.00 Cu.mt. Providing and laying 150mm thick W.B.M of 986.94

Grading-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 29.00 cu.mt. Construction of granular sub-base 150 mm thick 628.48

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.

11 115.00 Cu.Mt Construction of dry lean cement concrete Sub- 2297.75

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

12 825.00 Sq.Mt. Providing and fixing pre-cast steel Dye inter 988.30

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 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.

13 100.00 R.Mt. 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 concret 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 complete.

14 803.00 M.Ton Providing and laying bituminous base course 2775.96

37.5mm thick compacted in one layer with tack

coat of asphalt Emulsion RS-1 at the rate of

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.

15 1154.30 M.Ton Providing and laying37.5 mm thick compacted 3620.98

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.)

16 503.70 M.Ton Providing and laying seal coat with B.T. 4344.09

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 .

17 13991.30 Sq.mt. Providing and laying asphalt painting on B.T. 44.63

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.

18 5.00 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.)

19 15.00 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

20 2.00 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)..

21 4.00 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.

22 14.00 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)...

23 12.00 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)...

24 513.30 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.

25 992.00 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

26 6.00 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

x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of

engineer in charge.(A) Engineer Grade(VR)

27 9.00 No.s Chevron sign :-Providing and fixing sign boards 3711.75

made 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

28 12.00 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

29 4.00 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.

30 60.00 Rmt. Providing and erecting a "Thrie" W - metal beam 5006.57

crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 85 cm above

road/ground level, fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm spaced 2 m centre

to centre, 2 m high with 1.15 m below ground

level. The vertical post fixing at site shall be in

M25 grade Cement concrete of size 35 x 35 x

120 cms. for each post including excavation

curing etc. complete. All steel parts and fitments

to be galvanised by hot dip process, all fittings

to confirm to IS:1367 and IS:1364, metal beam

rail to be fixed on the vertical Post with a spacer

of channel section 150 x 75 x 5 mm, 550 mm

long complete as per Morth Specification clause

810 including butt welding to all nuts & bolts &

including 3 mm ACM type reflector 100 mm

wide & 4.5 m long, type -4 class B High

intensity Grade Sheeting as per IRC 67:2012 etc.

complete as per instruction of Engineer In

Charge. Also radium red/yellow colour strip of

size 100 x 300 mm shall be fixed on vertical fron

31 34.00 Cum Excavation for foundation upto 1.5 m depth 203.77

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or soft soil

32 84.00 Cum. Supply & Laying of Mechanically Woven 4305.63

Double 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.

33 66.00 Sqm Providing and laying of thermally bonded non 262.60

woven geotextile of approved brand and quality

beneath the Gabian wall as directed.

Rs. One Corer Fifty Four Lack Three Thousand Five Hundred Eighty Six and Paise Six 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. 15403586.06 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

Signature of Bidder