Package No. /PAL/MMGSY/RES/3-RD/26-27 1)Antroli Koshmada Road KM 0/00 to 1/200 2)Haripura Ladvi Road KM 0/00 to 1/200 3)Bagumra Patiya To Haldharu Road ( Canal Road) KM Total Length 3.9 KM Ta. Palsana Dis. Surat

Name of work: Package No. /PAL/MMGSY/RES/3-RD/26-27 1)Antroli Koshmada Road KM

0/00 to 1/200 2)Haripura Ladvi Road KM 0/00 to 1/200 3)Bagumra Patiya

To Haldharu Road ( Canal Road) KM 0/00 to 1/500 .Total Length 3.90 km

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 0.43 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 34889.38

disposal of unserviceable materials(D) By

mechanical means in area of thorny jungle

2 419.00 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 road side slope as directed 109.41

upto 50Mt.lead.

3 140.00 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 749.76

rotavator at OMC, and compacting with

vibratory roller to achieve the desired density,

complete as per clause 401.B

4 1950.00 Sqmt Providing and fixing pre-cast steel Dye inter

locking concrete block 60 mm thick with grade

of concrete M 250 pnumatic compressed /

vibrated mechanically and as per approved

design Confirming to IS 15658 : 2006 including 947.24

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.

5 1535.00 Sqmt 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 988.30

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.

6 306.00 Cu.mt. Construction of granular sub-base by grade-II,

spreading in uniform layers with motor grader

on prepared surface, mixing by mixing by mix

in place method with rotavator at OMC, and 788.22

compacting with vibratory roller to achieve the

desired density, complete.

7 122.00 Cu.mt. Providing and laying 150mm thick W.B.M of

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, 1170.33

watering and cosolidation by vibratory roller as

per MoRTH specifications etc complete as

directed by engineer in charge.

8 806.15 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 mix in place method with

rotavator at OMC and compacting with

vibratory roller to achieve the desired density

9 17.00 cu.mt. Providing and laying cement concrete 1:2:4 (

Cement : 2 : coarse sand : 4 graded stone

aggregate 20mm nominal size) and curing 3741.69

complete excluding cost of form work in (A)

Foundation & Plinth (more than 10ton)

10 56.00 M.Ton Providing and laying bituminous base course

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 2810.63

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.

11 307.50 M.Ton Providing & laying 37.5mm. thick compacted

Bituminous Macadam with using VG-30

asphalt for tack coat at 2.50 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 3606.92

including consolidation with vibrating roller

including operating plant and machinery cost of

asphalt, fuel, oil, lubricant and labour charges

etc. complete. (As per R. A.)

12 1253.50 M.Ton Providing & laying 50 mm. thick compacted

Bituminous Macadam with using VG-30

asphalt for tack coat at 2.5 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 3557.46

consolidation with vibrating roller including

operating plant and machinery cost of asphalt,

fuel, oil, lubricant and labour charges etc.

13 861.50 M.Ton Providing & laying 25 mm. thick SDBC using

B.T. stone chips as per MORTH gradation and

specification with asphalt VG-30 at the rate of

50.00 kg. / M.Tone of total wt. for mix i.e. (5.00

% ) by weight of total mix of bitumen including

mixing aggregates & asphalt by continuous

batching drum mix plant & spreading the same 4528.10

by paver finisher including rolling &

consolidation with 10 - 12 tonnes vibratory

roller & providing tools plants, fire wood, oil,

kerosene, labour charges using contractor's own

machineries etc. complete. (As per

14 14981.50 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 43.99

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

15 8.00 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.)

16 15.00 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

17 3.00 No.s Informatory sings: Providing and fixing sing

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 3856.90

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)..

18 1.00 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 35 x 3 mm, 75 x 4545.00

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 grade.

19 6.00 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 5045.36

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)...

20 6.00 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 x 50 x5mm 14831.71

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)...

21 491.10 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-

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 367.72

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.

22 17.00 No.s Chevron sign :-Providing and fixing sign boards

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 3711.75

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

Rs. One Corer Fifty Three Lack Seven Thousand Four Hundred Fourteen and Paise Two 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

*Estimated amount *Estimated amount

put to tender Rs. 15307414.02 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

Signature of Bidder

Deputy Executive Engineer Executive Engineer

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