Package No. 22 /VAY/MMGSY/ER TO BT /3-RD/25-26 (1) Chikhlda Village dairy Near Veldha village joining Road 0/000 To 1/600 Km (2) Chinchbardi Village dairy near Vadpada village joining Road 0/000 To 1/000 Km (3) Kapura Village Moti Canal Bridge to Patel Faliya Road 0/000 To 1/000 Ta. Vyara Di.Tapi

Name of work: Package No. 22 /VAY/MMGSY/ER TO BT /3-RD/25-26 (1)Chikhlda Village dairy near veldha

village joining Road 0/000 To 1/600 Km (2) Chinchbardi Village dairy near Vadpada village

joining Road 0/000 To 1/000 Km (3) Kapura Village Moti Canal Bridge to Patel Faliya Road

0/000 To 1/000 Ta. Vyara Di. Tapi

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 2 3 quantities

1 0.37 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 2114.10 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.

3 568.00 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 Lead

4 432.00 Cu.mt. Supplying, Stacking, Spreading & rolling of Hard 444.40

Murrum on road side for hard side shoulder of

work as per specification including filling the

mesure boxes of standard size etc. complete.

5 2365.00 Cu.mt. Consructing of granular sub-base Gr-II by 635.10

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 2209.00 Cu.mt. Providing, laying, spreading and compacting 781.03

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 13641.00 sqm Providing and applying evenly Priming coat with 97.91

emulsion asphalt at the rate of 7.50 Kg/ 10 Sq.m

on road surface using emulsion SS-1 (Himcol

Made) pressure spreayer etc. complete including

the cost of asphalt

8 1024.00 M.Ton Providing & laying bituminious base course 2778.76

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 etc. complete.

9 718.00 M.Ton Providing and laying 25 mm thick compacted 3958.49

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-30 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

10 370.00 M.Ton Providing and laying seal coat with B.T. 4396.82

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 specification.

11 13641.00 Sqm Providing and laying asphalt painting on B.T. 46.20

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 5.00 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 15.00 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

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)Engineer grade.

15 3.00 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

x 45 x 60cms. for each leg. including excavation

curing etc. complete under the supervision of

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

18 720.00 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 1533.00 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 NoCautionary 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 45 x 60 Cms. for each

leg.including excavation, curing etc.complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)

21 120.00 Rmt. Supplying and fixing reinforced concrete heavy 1968.29

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)

22 14.00 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 complete.

Rs. One Corer Fourty Four Lack Seventy Two Thousand Five Hundred Seventy Five and Paise Twenty Nine 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 =14472575.28 *Estimated amount=14472575.28

put to tender Rs. 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 mentioned in all the tender.

Signature of Bidder Executive Engineer

Panchayat (R&B) Division