MMGSY

Name of Work :- Construction of Bubavav to Military Road (NP) Km. 0/000 to 4/500 (Sec.

Km.0/000 to 2/500) Ta. Ranpur Dist. Botad (Remaining Work)

Memorandum showing items of works to be carried out

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. In Figure In Words. estimated

Rs. Ps quantieis.

1 0.006 Hect Clearing and grubbing of road land 32361.67 Rupees Thirty One

incl.uprooting rank vegetation, grass, Two Thousand

bushes, shurbs, saplings and trees Sixty One and

girth upto 300mm removal of stumps Paise Sixty Seven

of trees cut earlier and disposal of only

unserviceable materials © By

mechanical means in area of Light

2 0.000 Cum Earthwork for embankment 69.46 Rupees Sixty One

including breaking clods, dressing Nine and Paise

with all lead and lift (Excluding metre

watering and consolidation) (A)

Selected soil should be From borrow

area within land width and should

have CBR not less than 6.00%.

3 0.000 Cum Earthwork for embankment 160.24 Rupees One One

including breaking clods, dressing Hundred Sixty

and Paise Twenty

with all lead and lift (Excluding Four only metre

watering and consolidation) (A)

Selected soil should be From borrow

area with all lead and lift and should

have CBR not less than 6.00%.

4 105.080 Cum Earthwork in cutting in all sorts of 85.16 Rupees One

soil and soft Murrum including Eighty Five and

Paise Sixteen only

conveying and spreading the suff metre

embankment as and where directed

within 200 meters from the end of

the cutting with all required lead and

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. In Figure In Words. estimated

Rs. Ps quantieis.

5 1284.160 Cum Granular Sub-base with Black trap 584.54 Rupees Five One

crushed stone well Graded Material Hundred Eighty

(Table.400.1) by Mix in place Fifty Four only metre

Method. Construction of Granular

Sub-base by Providing Black Trap

cruhsed stone well greded material,

spreading in uniform layers with

motor graded on prepared surfce,

mixing by mix in place method with

rotavator at OMC, and compacting

with Vibratory roller to achieve the

desired density, complete as per

Technical Specification Clause-401.

For Grading-1 Materials.

6 229.240 Cum WBM Grading-2 726.19 Rupees Seven One

Providing, laying, spreading and Hundred Twenty

compacting stone agg. Of 63mm to Ninteen only metre

45mm size to water bound macadam

specification including spreading in

uniform thickness, hand packing,

rolling with smooth wheel roller 80-

100 KN in stage to proper grade and

camber, applying and brooming,

stone screening/binding material to

fill-up the intersties of coarse agg.,

watering and compacting to the

required density as per Technical

Specification Clasue.404 By menual

7 187.490 Cum Rolling of earthwork in layers with 18.67 Rupees One

power roller including filling in Eighteen and

Paise Sixty Seven

depression which occur during the only metre

process and watering of earthwork

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. In Figure In Words. estimated

Rs. Ps quantieis.

8 690.000 MT Providing and laying bitumenous 1859.36 Rupees One One

grout 37.50mm thick using bulk Thousand Eight

Emulsion RS1 for tack coat at the Nine and Paise Ton

rate of 4.0kg/10sqm on WBM Thirty Six only

Surface and using BT chips for

required gradation with the asphalt

of grade VG-30 at the rate of 1.99%

i.e 19.90kg/MT by weight of mix

including heating and mixing in

drum mix plant , transporting the

mix and spreading the same by paver

finisher and consolidation as per

MOST specification including cost

of all materials fuel, labours, tools

and plants etc. using contractor's

own drum mix plant etc. complete.

9 483.000 MT Providing, laying and rolling of 2522.43 Rupees Two One

25mm thick open graded premix Thousand Five

bituminous carpet with B.T Two and Paise Ton

aggregates as specified and using Forty Three only

bulk Emulsion RS1 for tack coat at

the rate of 2.50kg/10sqm on

B.T.Surface (As per IRC-16) and

using bitumen VG-30 for mixing

with aggregate at the rate of 3.36%

i.e 33.60kg/MT. of total mix

including heating and mixing in

drum mix plant, spreading the same

with paver finisher and

consolidation with vibratory roller

including necessary firewood, oil,

lubricants, labour charges etc. using

equipment tools etc. completed in

accordance with the requirement of

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. In Figure In Words. estimated

Rs. Ps quantieis.

10 251.000 MT Providing and laying seal coat using 2883.40 Rupees Two One

Bitumin grade VG-30 with B.T. Thousand Eight

aggregate as specified using Three and Paise Ton

aggregate at the rate of Forty only

0.18cum/10sqm. And bitumen for

mixing with aggregate at the rate of

4.5% i.e 45.00kg/MT of total mix

including heating and mixing in

drum mix plant and spreading the

same by paver finisher and

consolidation with vibratory roller

including necessary using

contractor's own drum mix plant,

machineries and equipment, tools

etc. complete in accordanace with

the requirement of specification.

11 36.630 Cum Excavation for foundation upto 1.5m 161.19 Rupees One One

depth including sorting out and Hundred Sixty

stacking of useful materials and Ninteen only metre

disposing of the excavated stuff upto

all lead. Dense or hard soil.

12 20.040 Cum Excavation for foundation upto 1.5m 274.66 Rupees Two One

depth including sorting out and Hundred Seventy

stacking of useful materials and Sixty Six only metre

disposing of the excavated stuff upto

all lead. Hard Murrum

13 48.320 Cum Providing and casting in situ 2823.75 Rupees Two One

ordinary cement concrete M-150 mix Thousand Eight

and providing necessary pin headers Three and Paise metre

including shuttering, scafilding, Seventy Five only

laying vibrating, curing and finishing

complete Without V-Grooves For all

14 5.130 Cum Providing and filling in foundation 2216.44 Rupees Two One

with ordinary cement concrete M- Thousand Two

Hundred Sixteen

100 mix and providing necessary and Paise Forty metre

vertical pin headers incl. Formwork, Four only

vibrating, ramming and curing

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. In Figure In Words. estimated

Rs. Ps quantieis.

15 0.000 No Providing and laying weep hole in 39.02 Rupees Thirty One

Abutment and returns by using A.C Nine and Paise

pipe of 100mm. Incl. laying in

proper grade and jointing the

complete as per detailed

16 0.395 MT Providing and laying in Position FE - 71636.86 Rupees Seventy One

500/500D TMT bar reinforcement One Thousand Six

including cutting, bending, hooking Six and Paise Ton

and tying complete as per detailed Eighty Six only

drawings for the following (A) Piers

(B) Abutments (C) Returns (D)

17 56.670 Cum Filling available excavated earth 88.85 Rupees One

(excluding rock ) in trenches plinth Eighty Eight and

Paise Eighty Five

sides of foundation etc. in layers not only metre

exceeding 20cm in depth

consolidating each deposited layer

by ramming and watering.

18 5.000 Rm Supplying and fixing reinforced 3862.79 Rupees Three One

concrete heavy duty non presure Thousand Eight

pipes with collars for culverts Two and Paise metre

carrying heavy traffic as per IS 458- Seventy Nine only

1991 specification including setting

and joinng the pipes in C.M. 1:2

watering and laying (to level or

slope) of I.S. Class NP-3 of

following internal diameter with all

lead and lift. (i) 900mm Dia.

19 15.000 Rm Supplying and fixing reinforced 6267.86 Rupees Six One

concrete heavy duty non presure Thousand Two

pipes with collars for culverts Seven and Paise metre

carrying heavy traffic as per IS 458- Eighty Six only

1991 specification including setting

and joinng the pipes in C.M. 1:2

watering and laying (to level or

slope) of I.S. Class NP-3 of

following internal diameter with all

lead and lift. (i) 1200mm Dia.

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. In Figure In Words. estimated

Rs. Ps quantieis.

20 10.000 No Providing and fixing Precast cement 321.63 Rupees Three One

concrete Hectometer as per IRC type Hundred Twenty

design incl. painting, lettering etc. Sixty Three only

fixing in C.C. 1:5:10.

21 180.000 No Providing and fixing Precast cement 218.46 Rupees Two One

concrete Guard stone as per I.R.C. Hundred Eighteen

and Paise Forty

type design including white washing Six only

etc. complete. Fixing in C.C.1:5:10.

22 3.000 No Providing and fixing ordinary 594.94 Rupees Five One

Kilometer stone of pre-cast C.C. Hundred Ninety

1:2:4 including necessary Ninety Four only

reinforcement as per I.R.C. type

design in C..C. 1:4:8 including

painting lettering etc. complete.

23 112.000 No Providing and fixing Indicator stone 118.77 Rupees One One

of approve stone as per I.R.C. type Hundred Eighteen

and Paise Seventy

design in C.C. 1:4:8 including white Seven only

washing etc. complete Fixing in

24 1.000 No Supplying and fixing Junction 5472.18 Rupees Five One

Boards of M.S. plates and angles as Thousand Four

Hundred Seventy

per I.R.C. design incl;. Fixing in Two and Paise

C.C. 1:4:8 with necessary excavation Eighteen only

painting, figuring, lettering on

boards etc. complete.

25 2.000 No Providing and fixing Village name 3943.44 Rupees Three One

Boards as per standard I.R.C. type Thousand Nine

design of steel plate incl. painting, Three and Paise

lettering etc. complete with fixing in Forty Four only

C.C. 1:4:8 block with necessary

excavation etc. complete

26 6.000 No Providing and fixing Road sign of 3511.09 Rupees Three One

M.S. plate and angle iron incl. Thousand Five

painting, lettering etc. complete. and Paise Nine

fixing in C.C. 1:4:8 block with only

necessary excavation etc. complete

as per IRC type design (i) Reflective

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. In Figure In Words. estimated

Rs. Ps quantieis.

27 0.000 No Village/Bump Ahead sign. : Providing 5257.20 Rupees Five One

and fixing sign boards made out of Thousand Two

2mm Aluminium sheet size 90x60 cms.

Seven and Paise

Rectangle as per the design of IRC-67-

1977 pre treated with phospheting

process and acid etching coated with

one coat of apoxy primer and two coats

of best quality epoxy paint reflectorised

with retro reflective sheeting as per

latest MOST specification letter and

numbers should be as per IRC:30-1968,

3.1 Mt. long (2 nos) stand post and

frame fabricated from suitable size iron

angle of 50x50x5mm, painted with best

quality epoxy coating in black and white

bends, the details of symbole on

inscription/ numerals for each board

shall be as per the instruction of the

Engineer in charge. The fixing at site

shall be in C.C 1:2:4 block of size

45x45x60cms. for each leg including

excavation curring etc. complete under

the supervision of engineer in charge

(A) Engineer Grade.

28 2.000 No Railway crossing sign:Providing & 5484.93 Rupees Five One

Fixing sign boards made out of 2mm Thousand Four

aluminium sheet, size 90x90x90cms.

triangle plus 90 x 30cms additional

Ninety Three only

plate as per the attached drawing (IRC)

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 sheeting as per latest M.O.S.T.

Specifications 3.1. long stand post and

frame fabricated from iron angle of 35 x

35 x 3mm , 75 x 75 x 6mm as required

painted with best quality epoxy coatings

in black and white bends. 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 the

supervision of engineer in charge.(A)

Engineer Grade(VR)...

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. In Figure In Words. estimated

Rs. Ps quantieis.

29 1.000 No Citizen's information Board. Providing 8296.14 Rupees Eight One

and fixing of typical MMGSY Thousand Two

information board as per instruction.

Two MS sheets of 3 mm thick, of

mm x 750mm size fixed at top &

bottom duly rivetted with MS angles of

25 x 25 x 5 mm thick M.S angle shall be

welded by two vertical M.S angle of

mm thick to 75 mm x 75 mm of

SWG square tubes posts duly embedded

in cement concrete M-15 grade blocks

of 600mm x 600mm x 750mm, below

ground level. The letters & figure of any

shade reflectorised with High Intensity

Prismatic Grade Retro Reflective

Sheeting of Type-4 as per ASTM D-

4956 and latest MORD specifications;

All sections of framed posts and steel

tube will be painted with primer and

two coats of epoxy paints as per

drawing Clause 1701 and Annexure

1700.1 (10.16). (A) Class-B High

intensity Grade Retro Reflective

30 60.000 Sqm Road Marking with Hot Applied paints 298.96 Rupees Two One

with reflectorising glass beads on Hundred Ninety

Eight and Paise

bitumin surface providing and laying a

Ninety Six only metre

hot applied thermoplasting compund

2.5mm thick including reflectorising

glass beads @250 gm per sq.mtr area,

thickness of 2.5mm is excluding of

surface applied glass beads as per

IRC:35-2015 the finished surface to be

level, uniform and free from streaks and

holes, zebra patta/bump/centerline/edge

line/ cut patta. the while color marking

should provide liminance coefficient on

cement road shall be min.

mcd/m2/lux and asphalt road shall be

min 100 mcd/m2/lux during the survice

life during the date the marking should

meet the performanace criteria for night

time reflectivity, wet reflectivity and

skid resistance as mentioned in the

section-15 of IRC 35-2015 warranty for

retroreflectivity shall be two years.

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. In Figure In Words. estimated

Rs. Ps quantieis.

31 60.000 No Cate eye / road stud/ RPM : Supplying 364.61 Rupees Three One

Raised Pavement markers of Hundred Sixty

polycarbonate and ABS moulded body

and reflective panels with micro

prismatic lens (No glass bead lens)

capable of providing total internal

reflection of the light entering the lens

face and shall support a load of

kgs. tested in accordanace to ASTM D

4280 type H and complying to

specification of category A of MORTH

circular No RW/NH/33023/10-97-DO

III Dt. 11-06-1997. the height, width

and length shall be exeed 20mm,

130mm and 130mm and with minimum

reflective area of 13sqcm on each side

and the slope to the base shall be 35+/-5

degree. the body of the marker should

having finger grip for easy and accurate

placement and application with epoxy

/bituminous adhesive as recommended

by the manufacturer of the marker. the

colour of the marker should be as per

the IRC:35-2015 and as directed by

Engineer-in-charge.

Rupees Forty Six Lakh Eleven Thousand Eight Hundred One and Paise Forty Two only

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. In Figure In Words. estimated

Rs. Ps quantieis.

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent ( Should be

written in figures and words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Belowe Rs…………..….…… Add……..……..% Above Rs….….…….

In words………………….……………… In words………………….………………

Note : 1 All work shall be carried out as per Public Works Department Handbook and other specifications of

Division or as directed.

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Note : 2 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be

struck by the contractor under this signature.

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Note : 3 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and

hold good for work under all conditions, site, moisture, weather etc.

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Note : 4 To be continued on additional sheets, if found necessary.

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Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division