Package No.23 /VAY/MMGSY/ER TO BT /4-RD/25-26 1)Uchamala Holi Faliya Village The Canal to Crematorium Road, Ch. 0/000 To 1/200 (2) Uchamala village Ghumati Faliya to main Road. 0/000 To 1/200 Km (3) Chapavadi Game bhati Faliya thi Mukhya Rasta thi prathmik shala thai AtulBhai na Ghar Pase Taraf Jata Damar Rasta nu Kam 0/000 To 0/510 (4) Const.of Maypur Game Mukhya Rasta thi Chaudhari Faliya smashan thai Borakhadi gaam na Mukhya Rastane Jodta Damar Rasta nu kam 0/000 To 0/700 Km Ta.Vyara Di. Tapi

Name of work: Package No. 23 /VAY/MMGSY/ER TO BT /4-RD/25-26 1)Uchamala Holi

Faliya Village The Canal to Crematorium Road, Chainage:- 0/000 To 1/200

(2) Uchamala village Ghumati Faliya to main Road. 0/000 To 1/200 Km (3)

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 0.68 Hect. Clearing and grubbing road land including 28455.09

uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By

mechanical means in area of light jungle.

2 1587.06 Cu.mt. Earthwork in cuting in all sorts of soil and soft 130.94

murrum including conveying and spreading the

stuff, embankment as and where directed within

200meters from the end of the cutting with all

required lead and lift.

3 1495.00 Cu.mt. Earth work for embankment including breaking 173.67

clods dressing with all lead & lifts and including

watering rolling and consolidation of sub grade

in layers of O.M.C. to required dry density

including filling in depressions which occure

during the process using vibratory roller 80 to

100 KN (E) From borrow area within 3.00 Km

4 470.00 Cu.mt. Supplying, Stacking, Spreading & rolling of 444.40

Hard Murrum on road side for hard side

shoulder of work as per specification including

filling the mesure boxes of standard size etc.

5 1657.00 Cu.mt. Consructing of granular sub-base Gr-II by 787.25

providing course graded B.T. machine crushed

material satisfying MOST specification of

grading II 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.

6 2404.00 Cu.mt. Providing, laying, spreading and compacting 701.60

graded stone aggregate to wet mix macadam

specification including premixing the Material

with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site,

laying in uniform layers with paver in sub- base

/ base course on well prepared surface and

compacting with vibratory roller to achieve the

desired density.

7 11053.00 sqm Providing and applying evenly Priming coat 131.36

with emulsion asphalt at the rate of 7.50 Kg/

Sq.m on road surface using emulsion SS-1

(Himcol Made) pressure spreayer etc. complete

including the cost of asphalt

8 1114.00 M.Ton Providing & laying bituminious base course 2739.90

37.5mm thick compacted in Single layer asphalt

VG-30 grade at 1.99 % by weight of mix for

mixing and 2.50 kg/10 smt VG-30 grade

Asphalt for tack coat & using B.T. chips of

required gradation including cleaning and

heating asphalt, premix material by drum mix

process in proper gradation and laying with

paver finisher including rolling and

consolidation with 8-10 tonne vibratory roller

and providing all material equipment, tools, and

plants, fire wood, oil, kerosene labour charges

etc. complete using contractor's own

machinaries, drum mix plant and paver finisher

9 781.00 M.Ton Providing and laying 25 mm thick compacted 3969.73

Bituminous carpet with B.T. aggregate as per

MORT&H specification using asphalt VG-30

tack coat at 2.5 Kg./10Sq.mt. with mechanical

sprayer and bitumen grade VG-10 for mixing at

the rate 33.60Kg/M.T. i.e. 3.36 % of total mix

and heating the aggregate and asphalt by drum

mix plant and spreading the same by censor

paver finisher and consolidation with vibratory

roller including providing all materials,

equipments, tools and plants, oil, kerosene, fire

wood, labour charges etc. complete

10 402.00 M.Ton Providing and laying seal coat with B.T. 4365.05

aggregate as specified using aggregate at the rate

of 0.18 Cu.mt./10 Sq. mt. and bitumen grade

VG-30 for mixing with aggregate at the rate of

4.50 % i.e. 45.00 Kg. / M.T including heating &

mixing in hot / drum mix plant & transporting &

sreading the same by paver finisher &

consolidation with vibratory roller incl.

necessary firewoood, oil, lubricants, labour

charges etc. using contractor's own drum mix

plant, machineries & equipment, tools etc.

complete in accordance with the requirement of

11 14850.00 Sqm Providing and laying asphalt painting on B.T. 46.18

surface with bitumen VG-30 at rate of 5 Kg/10

sqmt. of bitumen and spreading stone dust on

painting surface at the rate of 0.03 Cu.mt /10

12 7.00 No Providing and fixing ordinary Kilometer stone of 1293.39

precast C.C. 1:2:4 including necessary

reinforcement as per I.R.C. type design in C.C.

1:4:8 including painting,lettering etc. complete

(For O.D.R and V.R.)

13 17.00 No Providing and fixing Hectometer as per I.R.C. 356.50

type design including painting, lettering etc.

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

14 4.00 No MMGSY Logo Board:- Providing and fixing 5050.00

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)Engineer grade.

15 4.00 No Informatory Signs :-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)...

16 8.00 No 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)...

17 10.00 No 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

18 782.00 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 excluding of 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 life during 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.

19 1303.00 No Supplying and fixing cat eye (Stimsonite) made 375.72

out from Acrilo beautile sterine injuction high

compressed molding with reflector made of

MMC (prismatic type of size 12cm x 6cm x

2.5cm) provided with bituminous adhesive 100g.

with each unit for fixing. (High Intensity grade)

20 8.00 No Cautionary Warning Sign :-Providing and fixing 3906.19

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 x 35 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)

21 104.60 Cu.Mt. Excavation for foundation upto 1.5 m depth 254.35

including sorting

out and stacking of useful materials and

disposing off the

excavated stuff upto 50 Meter lead.(B) Dense or

22 175.00 Rmt. Supplying and fixing reinforced concrete heavy 1968.38

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.(vii)

23 54.00 Sq.mt. Providing and laying - Fitter Media 600mm 1279.96

thick directed at the back of abutments, returns

and wing walls as per detailed specifications

24 0.49 M.Ton Providing and fixing in position ISI mark TMT 73858.69

(Fe-500) bar for temperature reinforcement for

mass concrete pier/abutment returns including

cutting bending and tying as required complete

25 54.00 No Providing weep holes in abutment, returns using 87.07

100 mm. dia A.C. pipe with C.I. grating

including cutting, placing the pipe in required

slope and position as directed etc. complete. (As

per detailed specification)

15 0.00 Rmt Providing and fixing pre-cast concrete kerb 0.00

26 95.00 Rmt Providing and Fixing ‘W’ type safety double 3101.98

beam crush barrier using M.S. iron channel

150mm x 75mm x 5mm size erected at 1.50 Mt.

center to Center and Providing ‘w’ shaped

galvanized steel sheet guard rail 3mm thick for

crash barrier in single row as per detailed

drawing with fabrication and installation charges

including providing foundation block of size

0.60 x 0.60 x 0.75 Mt. in c. c. 1:2:4 and oil

painting two coats with one coat of red oxide etc

27 31.60 Cu.Mt Providing & filling in foundation with ordinary 3326.71

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing

28 117.50 Cum. Providing & casting in situ ordinary cement 3904.76

concrete M-150 mix and providing necessary

pin headers including shuttering, scaffolding,

laying, vibrating, curing and finishing complete

without V-Groves.(A) Height from 0.0 M. to

29 7.50 Cum. Supplying fixing & joining reinforced concret 3469.26

heavy duty non pressure pipe with collars for

culverts carring heavy traffic as per IS 458-1991

specification including setting and joining the

pipe in cement mortar 1:2 watering or laying of

class NP-3 900mm dia.

30 10.00 Cum. Providing and fixing Guard stone as per I.R.C. 350.80

type design including white washing etc.

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

31 1.00 Nos. Providing and fixing 20cm x 15cm x 2.5cm 279.69

thick year plate of marble stone set in C.M. 1:4

including Finishing and engraving letters, etc.

32 43.00 Sqm. Wall painting (two coats) with plastic emulsion 81.38

paint of approved brand and manufacture on

undecorated wall surface to give an even shade

including throughly brushing the surface free

from mortar droppings and other foreign matter

and sand papered smooth.

Rs. Three Thousand Four Hundred Ninty Nine and Paise Thirty Four 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

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. 16152637.64 put to tender Rs.16152637.64

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note : Credit Amount of Rs.41070 of Serviceable Material shall be deducted from 1st Running Bill.

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 Executive Engineer

Panchayat (R&B) Division