Construction of Jalida to Vasundhara Road (Non Plan) Km. 0/0 to 3/80. Taluka: Wankaner, Dist: Morbi (Under MMGSY (BUJ) Yojna Year 2022-23) (Remaining Work)

Name of Work :- Construction of Jalida to Vasundhara Road (Non Plan) Km. 0/0 to 3/80.

Taluka: Wankaner, Dist: Morbi (Under MMGSY (BUJ) Yojna Year 2022-

23) (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 0.032 Hect Clearing and Grubbing road length 32361.26 Rupees Thirty One

including uprooting wild vegetation, Two Thousand

grass bushes, shrubs, saplings and Sixty One and

trees girth up to 300 mm removal of Paise Twenty Six

stumps of trees cut earlier and only

disposal of unserviceable materials

and stacking of serviceable

materials to be use of ouctioned

upto all lead. including removal and

disposal of top organic soil for all

thickness. (c) By Mechanical means

in area of light Jungle.

2 25.180 Cum Earthwork for embankment 160.25 Rupees One One

including breaking clods, dressing Hundred Sixty

and Paise Twenty

etc complete with all lead and lift Five only metre

(Excluding watering and

consolidation) (A) From Borrow

Area with in all lead and lift.

3 2753.880 Cum Earthwork in cutting in all sorts of 85.38 Rupees One

soil and soft murrum including Eighty Five and

Paise Thirty Eight

conveying and spreading the stuff, only metre

embankment as and where directed

within all lead from the end of the

cutting with all required lead and

4 25.180 Cum Rolling and consolidation using 39.05 Rupees One

Vibratory Road Roller 8 - 10 tonne Thirty Nine and

Paise Five only

capacity (including Watering) (A) metre

Earthwork (Layer not exceeding

200mm thickness)

5 0.700 Cum Box Cutting the road surface to 69.36 Rupees Sixty One

proper slope and camber for making Nine and Paise

Thirty Six only

a base for road work including metre

removing the excavated stuff and

depositing on the road side slope as

directed upto all lead

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.

6 887.500 Cum Providing and Laying granular sub- 367.64 Rupees Three One

base Grade-l C.B.R. not less than Hundred Sixty

Seven and Paise

30% by providing coarse graded Sixty Four only metre

matrerial, consisting of B.T.

crushed stone aggregates 53 mm to

mm @ 20%,2.36 mm to below @

30% coarse sand combination and

stone dust/grit spreading in uniform

layers with motor grader on

prepared surface, mixing by mix in

Place method with rotovator at

O.M.C. to required dry density

including filling the depressions

which occred during the process

using vibratory roller 8-T to 10-T

complete as pef Clause-401

7 2484.430 Cum Providing, laying, spreading and 707.65 Rupees Seven One

compacting stone aggregates of 40 Hundred Seven

and Paise Sixty

to 63mm size with all lead to water Five only metre

bound macadam (W.B.M.)

specification including spreading in

uniform thickness, hand packing,

rolling with smooth wheel roller 80-

100 kN in stages to proper grade

and camber applying and broming,

stone screening/binding materials to

fill up to interstices of course

aggregate, watering and compacting

to the required density grading as

per Technical Specification Clause

405. By Menual Means

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 2386.000 MT providing and laying bitumeneous 1903.39 Rupees One One

grout Base Course 75.00 mm thick Thousand Nine

using Emulsion RS-1 for tack coat and Paise Thirty Ton

at the rate of 4.00Kg/10 Sqmt on Nine only

using B.T. chips of required

gradation with asphalt of VG-30

Grade at the rate of 1.99% i.e.

Kg /MT by weight of mix including

heating and mixing in drum mix

plant transporting mix plant

transporting the mix and spreading

the same by paver finisher and

consolidation as per MOST

specification including cost of all

materials, fuel, labbours, tools, and

plants etc. using contractor's own

drum mix plant etc complete.

9 1313.000 MT Providing and laying & rolling 2713.90 Rupees Two One

37.50mm compacted thick Thousand Seven

Hundred Thirteen

Bituminous Macadam (BM) in one and Paise Ninety Ton

layer with B.T. Aggregateas as per only

MORTH specified and using

Emulsion RS1 for tack coat at the

rate of 2.5 Kg /10 Sqmt and using

bitumen (VG-30) for mixing with

aggregate at the rate of 3.50% i.e.

35.00 Kg /MT of total mix

including heating and mixing in

drum mix plant and spreading the

same with paver finisher and

consolidation with power roller

including necessary firewood, oil,

lubricants, labour charges et using

contractor's own drum mix plant

and equipment tool 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.

10 732.000 MT Providing and laying and rolling of 3531.01 Rupees Three One

surfacing compacted 20mm thick Thousand Five

mix seal surface with B.T. One and Paise Ton

aggregate as specified using One only

aggregates at the rate of 5.10% i.e.

51Kg/ MT of Total mix of bitumen

using per MT of Mix including

heating and mixing in drum mix

plant and spreading the same with

paver finisher and consolidation

with vibratory roller including

necessary firewood, oil, lubricants,

labour charges using contractor's

own drum mix plant machineries

and equipment, tools etc complete

in accordance with the requirement

of specification

11 0.000 Cum Dismentaling the existing structure 0.00 Rupees and One

dismentelled materials as and where metre

directed for R.C.C. work.

12 27.350 Cum Excavation for foundation up to all 161.20 Rupees One One

Depth including sorting out and Hundred Sixty

stacking of useful materials and Twenty only metre

disposing of the excavated stuff up

to all lead in Dense or hard soil.

13 22.030 Cum Excavation for foundation up to all 274.67 Rupees Two One

Depth including sorting out and Hundred Seventy

stacking of useful materials and Sixty Seven only metre

disposing of the excavated stuff up

to all lead in Hard murrum.

14 8.170 Cum Providing and filling in foundation 2216.45 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, Five only

vibrating, ramming and curing

complete as directed.

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 89.540 Cum Providing and casting in situ 2890.49 Rupees Two One

ordinary cement concrete M-15 mix Thousand Eight

and providing necessary pin headers and Paise Forty metre

including shuttering, scaffolding, Nine only

laying, vibrating, curing and

finishing complete without V-

Groves (A) All Height

16 23.000 Cum Providing and casting in situ 3159.23 Rupees Three One

Ordinary cement concrete M-200 Thousand One

for average 150mm thick wearing Nine and Paise metre

coat laid as directed including Twenty Three only

tamping ,vibrating, finishing, curing

and filling in joints with bitumen

17 0.130 Cum Providing and casting in situ 4791.38 Rupees Four One

controlled trimix cement concrete M- Thousand Seven

300 for avg. 200mm thick road One and Paise metre

work laid as directed included Thirty Eight only

providing and laying MS side rail of

road thickness with necessary nut

bolts pistes fixing as per width

applying plate vibrator (Electric or

Diesel) on channel compressor with

vacume dewatering system by using

all necessary equipments and

materials and machinery such as

running creed vibrator on prepaid

M.S. Channel for levelling, Vacume

pump floating and power trovelling

etc with filling the joints with

bitumen as directed etc complete

18 0.897 MT Providing and fixing in position FE 70645.65 Rupees Seventy One

500/500D TMT bar reinforcement Thousand Six

including cutting, bending and tying Five and Paise Ton

complete as per detailed drawings Sixty Five only

(A) RCC Kerb (B) RCC Footpath

(C) RCCApproach Slab (D)

Wearing coat (E) Pier (F) Abutment

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.

19 15.000 Rm Supplying and fixing reinforced 6267.87 Rupees Six One

concrete heavy duty non-pressure Thousand Two

pipes with collars for culverts Seven and Paise metre

carrying heavy traffic as per IS 458- Eighty Seven only

1991 specifications including

setting the pipes in C.M. 1:2

watering and laying (to level or

slopes) of class NP3 of internal

daimeters 1200 mm dia.with all lead

and lift as directed.

20 702.380 Cum Filling available excavated earth 125.16 Rupees One One

(excluding rock) in side shoulder Hundred Twenty

including spreading, rolling. Sixteen only metre

consolidating each deposited layer

by ramming and watering

21 2.000 No Providing and Fixing Flood Guage 2956.27 Rupees Two One

Post conferming to IRC 67-2001 Thousand Nine

Hundred Fifty Six

using Engineering grade retro and Paise Twenty

relective sheeting including lettering Seven only

and border as directed for new

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.

22 716.000 Sqm Road marking with hot applied 299.36 Rupees Two One

thermoplastic paints with Hundred Ninety

reflectorising glass beads on Thirty Six only metre

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 shalllbe min

mcd/m2/lux and Asphalt road

shallbe min 100 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-

Warranty for the Retro reflectivity

should be two years.

23 19.000 No Providing and fixing Hectometer as 295.88 Rupees Two One

per I.R.C. type design including Hundred Ninety

painting lettering elc complete (ii) Eighty Eight only

fixing in Cement concrete 1:5:10

24 70.000 No Providing and fixing guard stone as 231.19 Rupees Two One

pen I.R.C. type design including Hundred Thirty

white wasins etc. complete (1) Ninteen only

Fixing in C.C. 1:5:10

25 4.000 No Providing and fixing ordinary 515.40 Rupees Five One

Kilometer stone of precast C.C. Hundred Fifteen

and Paise Forty

1:2:4 including necessary only

reinforcement as per IRC type

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

painting lettering etc complete

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.

26 95.000 No Providing and Fixing indicator 115.59 Rupees One One

stone of approved stone as per IRC Hundred Fifteen

and Paise Fifty

type design in CC 1:4:8 including Nine only

white washing etc. complete (i)

Fixing in Earth.

27 1.000 No Supplying and fixing Junction 5453.09 Rupees Five One

Board of MS plates and angles as Thousand Four

per IRC design 150cm x 120 cm Three and Paise

IRC Design including fixing in Nine only

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

excavation, painting, figuring and

lettering on board etc. complete.

28 2.000 No Providing and fixing Village Name 3773.26 Rupees Three One

board as per Standard IRC type Thousand Seven

Hundred Seventy

design of steel plate including Three and Paise

painting,lettering etc. complete with Twenty Six only

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

necessary excavation

29 35.000 No Supplying and fixing road sign 3255.48 Rupees Three One

board of M.S.plates and angle iron Thousand Two

including painting, lettering etc. Five and Paise

complete including fixing in CC Forty Eight only

1:4:8 with necessary excavation etc.

complete as per I.R.C. type design.

(ii) Reflective type.

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.

30 2.000 No Cautionary Warning Sign :-Providing 3341.64 Rupees Three One

and fixing sing boards made out of Thousand Three

2mm aluminium sheet; size 90 x 90 x

90 cms. equilateral triangle as per

Sixty Four only

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 best quality epoxy

coatings in black and white bends. The

details of symbol foreach board shall

be as per the instruction of engineer in

charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x

Cms. for each leg.including excavation,

curing etc.complete under the

supervision of engineer in charge.(A)

31 2.000 No Citizen's information board - Providing 8678.93 Rupees Eight One

and fixing of typical MMGSY Thousand Six

Hundred Seventy

information board as per instruction

Eight and Paise

TWO MS plates of 1.6mm thick of

Ninety Three only

mm x 750mm size fixed at top &

bottom duly welded with MS angles of

25 x 25 x 5mm thick to 75mm x 75mm

of 12 SWG square tubes posts duly

embendded in cement concrete M-15

grade blocks of 600mm x 600mm x

750mm. below ground level. painting

New letters and figure of any shade

with ready mixed synthetic enamale

paint of superior quality in required

shade and colour. All sections of

framed posts and steel tube will be

painted with primer and two coats of

epoxy paints as perdrawing clause

1701 and annexure 1700.1 (A) Class-B

High intensity Grade Retro 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.

0 0.000 No 0 0.00 Rupees and One

Rupees One Crore Forty Lakh Twenty Seven Thousand Two Hundred Four and Paise

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