PKG No. PAL/MMGSY/2025-26 1)Construction Of Talodra Arthan Main Road to Lajpor Distri 0/0 to 1/2 Road Ta:-Palsana , Dist:-Surat (2nd time)

Name of work: PKG- PAL/MMGSY/2025-26 1)Construction Of Talodra Arthan Main

Road to Lajpor Distri 0/0 to 1/2 Road Ta:-Palsana , Dist:-Surat

It. Quantities Memorandum showing Item items of works to be carriedEstimated

of work out Total

No. estimated but In figures Amount

may be more or Rs. Ps. according to

1 Clearing and grubbing road land including

uprooting trunk vegetation, grass bushes, shrubs,

saplings and tree girth up to 300 mm, removal of

0.36 Hect. stumps of trees cut earlier and disposal of 34889.38

unserviceable materials (C) by mechanical

means in area of light jungle

2 Earthwork for embankment including breaking

clods, dressing with all lead and lift and

including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry

168.91 Cu.mt. density including filling the depression which 160.13

occur during the process using power roller 8T

to 10T.(A) From Borrow pits within land width

(more than 10 ton)

3 Supplying and fixing reinforced concrete heavy

duty non pressure pipes with collars for culverts

including setting and joining the pipes in C.M.

5.00 Rmt 1:2 watering and laying (To level of slops of I.S. 3271.56

458 / 1971 Class NP3 casted by vertically

vibrated technology of following internal

diameter. (v) 900 mm dia

4 Earth work in cutting in all sorts of soil and soft

murrum including conveying and spreading the

stuff embankment as and where directed within

200 meter from the end of cutting with all

required lead and lift.

5 Construction of Granular sub-base grading II by

providing coasre graded machine crushed B.T.

material satisfying MOST specification of

grading II (B.T. stone aggregate 26.5 to 4.75 mm

660.00 Cu.mt. - 75 % and 2.36 mm below - 25 % ) including 1014.04

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 Providing & laying spreading and compacting

stone aggregate 45 mm to 63 mm size to

W.B.M. grade II including spreading in uniform

thickness, hand packing, rolling with vibratory

roller 8 to 10 tonnes to proper grade and camber,

474.00 Cu.mt. applying and brooming requisite type of 1421.07

screening/ binding/ filler materials to fill up the

interstices of coarse aggregate, watering and

compacting to the required density. Grading II

using screening type A ( 13.2 mm stone

7 Construction of granular sub-base by providing

coasre graded machine crushed B.T. material

satisfying MOST specification of grading I (B.T.

stone aggregate 53 mm to 26.5 mm 35 %,

to 4.75 mm - 45 % and 2.36 mm below - 20 %

)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.

8 Providing and laying bituminous base course

37.5 mm thick compacted with tack coat of

Emulsion RS-1 at the rate of 4.0 Kg./10Sqmt.

and using B.T. stone aggregates of required

gradation and bitumen VG-30 grade for mixing

@ 1.99 % by weight of total mix including

338.00 M.Ton heating the aggregate and asphalt by drum mix 2478.54

plant and spreading the same by paver finisher

and consolidation with vibratory roller including

providing all materials, equipments, tools and

plants, oil, kerosene, fire wood, labour charges

9 Providing and laying 37.5 mm thick compacted

B.M.with B.T. aggregate as per MORT&H

specification using Tack Coat for coat at

Emulsion RS-1 2.5 Kg./10Sq.mt. with

mechanical sprayer and bitumen grade VG-30

for mixing at the rate 34.00 Kg/M.T. i.e. 3.4 %

372.00 M.Ton of total mix including heating the aggregate and 3068.38

asphalt by drum mix plant and spreading the

same by paver finisher and consolidation with

vibratory roller including providing all materials,

equipments, tools and plants, oil, kerosene, fire

wood, labour charges etc. complete

10 Providing & laying seal coat with B.T aggregate

as specified using aggregate at the rate of

cumt/10sqmt & bitumen for mixing aggregate at

the rate of 4.50% i.e.45.00 Kg/MT of total mix

for binder including heating and mixing in

hot/drum mix plant and transporting and

spreading the same by paver finisher and

162.00 M.Ton consolidation with vibratory roller including 3456.22

necessary firewood,oil,lubricant,labour charges

etc using contractor's own drum mix plant

machinaries & equipment,tools etc complete in

accodance with the requirement of specification.

(Bitumen VG-30 grade)

11 Providing and laying asphalt painting on B.T.

surface with bitumen VG-30 at rate 5.00Kg /

4500.00 Sq.mt. 10Sq.mt. including spreading stone dust for 35.38

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

12 Providing and fixing ordinary kilometer stone of

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

2.00 No. 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.)

13 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

14 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

1.00 No. 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

x 60 cms for each leg, including excavation

curing etc. complete under the supervision of

Engineer-In-Charge (A)Engineering grade.

15 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

1.00 No. 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)...

16 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

20.00 Sq.mt. 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.

17 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

1.00 Nos angle of 35 x35 x 3mm, 75 x 75 x 6mm as 3808.66

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)

18 Supply & Laying of Mechanically Woven

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

66.00 Cu.Mt. approx 200mm size rubble including 4062.88

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

19 Providing and laying of thermally bonded non

woven geotextile of approved brand and quality

33.00 sqmt beneath the Gabian wall as directed 110.00

20 Excavation for foundation up to 1.5m depth

including sorting out and stacking of useful

40.00 Cu.Mt material and disposing off the excavated stuff 122.94

up to 50 mt lead (1) Loose or soft soil .

Rs. Fifty Lack Two Thousand Four Hundred Eighty Five and Paise Thirty 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 under.

amount *Estimated amount

*( Please strike out which ever is not applicable )

.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 Deputy Executive Engineer

Panchayat (R&B) Sub Division