Construction of Samtherva to Nagalpar Road KM. 0/0 To 2/30 (Non Plan), Taluka: Wankaner, Dist: Morbi (Under MMGSY (BUJ) Yojna Year 2022-23) (Remaining Work)

Name of Work :- Construction of Samtherva to Nagalpar Road KM. 0/0 To 2/30 (Non Plan),

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 In Figure In Words. according to

less. Rs. Ps estimated

1 0.000 Hect Clearing and Grubbing road length 32361.26 Rupees Thirty One quantieis.

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 14.570 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 32.400 Cum Earthwork in cutting in all sorts of 69.36 Rupees Sixty One

soil and soft murrum including Nine and Paise

Thirty Six only

conveying and pulling the stuff, in metre

spoil bank maintaining minimum

distance of five meter between top

edge of cutting and top of soli bank.

4 31.140 Cum Rolling & watering of earthwork in 18.68 Rupees One

layers with vibratory roller including Eighteen and

Paise Sixty Eight

filling in depressions which occur only metre

during the process as directed.

5 0.550 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.

6 2196.000 Cum Providing and Laying granular sub- 648.59 Rupees Six One

base Grade-I C.B.R. not less than Hundred Forty

Eight and Paise

30% by providing coarse graded Fifty Nine only metre

matrerial.consisting of B.T. crushed

stone aggregates 53 mm to 26.5 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 per Clause-

7 2136.700 Cum Providing, laying, spreading and 867.23 Rupees Eight One

compacting stone aggregates of 40 Hundred Sixty

Seven and Paise

to 63mm size with all lead to water Twenty Three only metre

bound macadam (W.B.M.)

specification including spreading in

uniform thickness, hand packing,

rolling with smooth wheel roller 80-

100 kN in siages 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 Mechinary Means

8 575.000 MT Providing and laying Built up spray 1975.10 Rupees One One

grout 37 50mm thick using asphalt Thousand Nine

Hundred Seventy

grade VG-30 & Emulsion RS-1 for Five and Paise Ton

tack coat at the rate of 2.50 Kg / 10 Ten only

sqmt on existing B.T. Surface and

using B.T. chips for required

gradation with the asphalt of grade

VG-30 at the rate of 1.99% i.e.

19.90 Kg / 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.

9 403.000 MT Providing laying and rolling of 2799.73 Rupees Two One

25mm thick VG-30 open graded Thousand Seven

premix bitumenous carpet with B.T. Nine and Paise Ton

aggregate as specified and using Seventy Three

Emulsion RS-1 for tack coat at the only

rate of 2.50kg/10smt on B.T. (As

per IRC-16) and using bitumen for

mixing with aggregate at the rate of

3.36% i.e. 33.60 Kg 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

equipments, tool etc. completed in

accordance with the requirement of

10 210.000 MT Providing and laying Seal Coat with 3192.56 Rupees Three One

B.T. aggregate as specified using Thousand One

aggregate at the rate of 0.18 Two and Paise Ton

Cum./10 Sqm. and bilumen for Fifty Six only

mixing with aggregate at the rate of

4.50% i.e. 45 Kg./M.Ton. 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. complate in accordance with the

requirement of specification.

11 0.200 Cum Disnentaling the existing structure 590.70 Rupees Five One

including removing and stacking the Hundred Ninety

and Paise Seventy

dismentelled materials as and where only metre

directed for R.C.C. work

12 29.650 Cum Excavation for foundation up to all 161.20 Rupees One One

Depth including sorting out and Hundred Sixty

stacking of useful malerials and Twenty only metre

disposing of the excavated stuff up

to all lead in Dense or Hard soil

13 18.040 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 Jall lead in Hard murrum.

14 42.450 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

15 476.600 Cum Providing and casting in situ 2823.76 Rupees Two One

ordinary cement concrete M-150 Thousand Eight

mix and providing necessary pin Three and Paise metre

headers including shuttering, Seventy Six only

scaffolding, laying vibrating, curing

and finishing complete. Without V -

Grooves upto all height as directed.

16 50.300 Cum Providing and casting in situ 3905.82 Rupees Three One

controlled cement concrete M-200 Thousand Nine

Hundred Five and

for average 150 mm thick wearing Paise Eighty Two metre

coat laid as directed including only

lamping, vibrating, finishing, curing

and filling in joints with bitumen

17 0.620 Cum Providing and casting in situ 4923.75 Rupees Four One

controlled trimix cement concrete M- Thousand Nine

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

work laid as directed included Seventy Five only

providing and laying MS side rail of

road thickness with necessary nut

bolts pristes 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

stock hardner powder and

machinery such as running cred

vibrator on prepared M.S. Channe

for levelling Vacumme pump

floating and power trovelling etc

with filling the joints with bitumen

as directed etc complete

18 4.043 MT Providing and fixing in position FE 71278.13 Rupees Seventy One

500/500D TMT bar reinforcement One Thousand

including cutting, bending and tying Seventy Eight and Ton

complete as per detailed drawings Paise Thirteen

(A Solid Slab / App. slab / Wearing only

Coat (B) Pier (C) Abutment (D)

RCC Return & Wall/caps/Coping

19 0.000 Rm Supplying, fixing and joining 682.59 Rupees Six One

reinforced concrete heavy duty non- Hundred Eighty

pressure pipe carrying indian Fifty Nine only metre

railway standard with collars for

culverts carrying heavy traffic as per

Indian railway standard

specification including setting and

joining the pipe in cement mortar

1:2 watering or laying (to level or

slopes) of I.S. class NP3 300mm dia

20 30.000 Rm Supplying and lixing reinforced 6267.87 Rupees Six One

concre.e heavy duly 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 daimete's 1200 mm

dia.with all lead and lift as directed.

21 376.000 Cum Filling available excavated earth 88.86 Rupees One

(excluding rock) in trenches, plinth, Eighty Eight and

Paise Eighty Six

sides of foundation etc layers not only metre

exceeding 20 cm in depth

consolidating each deposited layer

by ramming and watering.

22 9.000 No Providing and fixing Hectometer as 295.88 Rupees Two One

per 4.R.C type design including Hundred Ninety

painting lettering etc complete (ii) Eighty Eight only

fixing in Cement concretc 1:5:10.

23 168.000 No Providing and fixing guard stone as 65.76 Rupees Sixty One

per I.R.C. type design including Five and Paise

Seventy Six only

white wasins etc. complete (1)

Fixing in earth.

24 3.000 No Providing and fixing ordinary 515.41 Rupees Five One

Kilometer stone of precast CC. 12.4 Hundred Fifteen

and Paise Forty

including necessary reinforcement One only

as per IRC type design in C.C 1:4

including painting lettering etc

25 103.000 No Providing and Fixing indicator stone 281.04 Rupees Two One

of approved stone as per IRC type Hundred Eighty

design in CC 4:8 including white Four only

washing etc. complete (in) Fixing in

26 3.000 No Supplying and foung Junction Board 5453.10 Rupees Five One

of MS plates and angles as per IRC Thousand Four

design including fixing in C.C.1:4:8, Three and Paise

with necessary excavation, painting Ten only

figuring and lettering on board etc.

27 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.

28 16.000 No Supplying and fixing road sign 3356.49 Rupees Three One

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

Hundred Fifty Six

including painting, lettering etc. and Paise Forty

complete including fixing in CC 148 Nine only

with necessary excavation etc

complete as per IR C. type design.

(ii) Reflective type.

29 2.000 No Informatory Signs:-Providing and fixing 3375.58 Rupees Three One

sing boards made out of 2mm aluminum Thousand Three

Hundred Seventy

sheet: size 90 x 60cms rectangle as per

the design of IRC-67-1977 pre treated

Fifty Seven only

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.ST 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 lin

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 >45 x 60cms. for each leg.

including excavation curing tec.

complete under the supervision of

engineer in charge (A) Engineer Grade

30 2.000 No Proading and Firing Flood Guage 1164.70 Rupees One One

Post mark of "C" channle angle size Thousand One

100mm x 50mm x 5mm thick (in Four and Paise

head wall 0.500 Mt and 1 50 MI Seventy only

outside with painting and lettering

with radium color as direcle.

31 2.000 No Cautionary Warning Sign :- Providing 3341.64 Rupees Three One

and fixing sing boards made out of 2min Thousand Three

a uminun: sheet; size 90 x 90 x 190 cms,

equilateral triangle as per design of IRC-

Sixty Four only

67-1977. Pre treated with phospheling

process & acid etching; coated with one

coat of epoxy primer and two coats of

best quality epoxy paint reflectorised

with retro reficctivesheeting 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

lin black andwhite bends. The details of

symbol foreach board shall be as per

theinstruction of engineer in charge. The

lixing at site shall be in 1:2:4 CC blocko

size 45 x 45 x 60 Cms. for leach

leg.including excavation, curing

etc.complete uncer the supervision of

engineer in charce (A) Engineer Grade.

32 0.000 Rm Providing temporary diversion 200.99 Rupees Two One

suitable for traffic during the Hundred and

Paise Ninety Nine

construction period of the bridge/cd only metre

works by levelling existing ground

and supplying and spreading quarry

spall in layers etc. complete. As

Rupees Eighty Five Lakh Thirteen Thousand Three Hundred Ninety and Paise Eighteen

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 works shall be carried out as Public Works Department Handbook and other specifications of Division or

:- as directed.

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Note 2 All the columns in Schedule-B should be filled in Ink and the total of the entries in the last column should be

:- struck by the contractor under his singnature.

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Note 3 Rules Quoted include clearance of site ( Prior commencement of work and at its close) respect and hold

:- good for work under all condition, site, moisture, weather etc.

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be continued lJU[Z[ C[9sheets,if

on additional / SFD DF8[found

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Signature of Contractor

Deputy Executive Engineer Executive Engineer

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