Construction of Varana (Harinagar) to Baspa( Mahmadpura) Road, Ta Sami,Dist. Patan Pkg No. MMGSY/OWR/PTN/57/2022-23.(4th Try)

Memorandum showing items works to be carried out

It Quantities Item of Work Tendered Rates Unit Total amount

It Quantities Item of Work Tendered Rates Unit Total amount

No. estimated (એકમ( according to

out કામની બાબત ટે ડરમાં દશાવેલ દર

અંદાજે લ જ થો Rs. In In Words

1 1.98 Clearing and grubbing road 32361.26 Rupees Hector

land including uprooting rank Thirty Two

vegetation grass bushes, Thousand

shrubs,sapling and trees girth Three

up to 300 mm removal of

stumps of trees cut earlier and And Paise

disposal of unserviceable Twenty Six

materials (C) By mechanical Only

means in area of light jungle

2 16170.00 Earthwork for embankment 160.25 Rupees Cu.mt.

including breaking clods, One

dressing with all lead and lift Hundred

(excluding watering and Sixty And

consolidation)(C) From Borrow

area within 1.0 Km.lead Five Only

3 2118.00 Constructing of compacted 1392.88 Rupees Cu.mt.

Granular Sub base ( Grade - One

1,Crushed B T materials of 53 Thousand

mm to 26.5 mm @ 35%, 26.5 Three

mm to 4.75 mm @ 45%,below Ninety Two

2.36 mm @ 20 %) by providing And Paise

closed graded material,mixing Eighty

in a mechanical mix plant at Eight Only

OMC ,carriage of a mix

material to work site

spreading uniform layers with

motor grader on prepared

surface and compacting with

vibratory Power roller to

achieve desire density

complete clause as per

4 1518.90 Provdining and laying W.B.M 1900.10 Rupees Cu.mt.

of B.T.M.C metal of size 45 One

mm to 90 mm size including Thousand

0.27 Cu.m. stone screening & Nine

0.08 Cu.M. stone dust as filler

including spreading, watering Ten Only

& consolidation by vibratory

roller 80KN to 100KN static

weight.100 mm thick

5 2004.00 Provdining and laying W.B.M 1736.05 Rupees Cu.mt.

of B.T.M.C metal of size 45 One

mm to 63 mm size including Thousand

0.12 Cu.M. Stone Screeing & Seven

0.08 Cu.M. stone dust as filler Thirty Six

including spreading, watering And Paise

& consolidation by vibratory Five Only

roller 80KN to 100KN static

weight. 75 mm thick

6 290.00 Providing hard side shoulder of 926.91 Rupees Cu.mt.

100 mm thick for embankment Nine

using quarry spall with all lead Hundred

and lift and including watering Twenty Six

and rolling and consolidation of Ninety One

sub grade in layers at OMC to Only

required dry density including

filling depression which occur

during the process using

vibratory roller of 80 KN to

KN (selected quarry spall

having CBR value not less

7 989.00 Providing and laying and 2428.15 Rupees MT

Rolling of 37.50 mm thick open Two

graded Bituminous grouting Thousand

with BT Aggregate 0.63 Four

Cum/10 Smt ( 0.50 cum/10 smt Twenty

coarse aggregate and 13 cum Eight And

/ 10 smt key aggregate) and Paise

using bitumen graden VG-30 Fifteen

of mixing with aggregate at the Only

rate of 1.99% i.e.

kg/M.T.of total mix and

bitumen for tack coat at rate of

4 kg/10 smt on WBM surface &

2.50 KG/10 SMT ON

EXISTING BT SURFACE

including heating and mixing in

drum mix plant transporting

speding, the same with paver

finishers and consolidation

with vibretory roller including

neccesary firewood oil

libricants labour charges etc

using contractor own drum mix

plant and equipment, tools etc

complete in accordance with

requirment of specification.

8 719.00 Providing and laying 25 mm 3129.62 Rupees MT

thick compacted open graded Three

premixed carpet using Thousand

machine crushed stone One

aggregate and tack coat using

asphalt VG-30 at the rate of2.5 Nine And

Kg. / 10 Sq.mt.on B.T. Surface Paise Sixty

and binder VG-30 grade Two Only

bitumen at the rate of 3.36%

by weight of total weight of mix

(i.e.33.60 Kg. / M.T.) for

binding asphalt and

aggregate by continous

baching Drum mix plant &

transporting the mix material

spreading the same by paver

finishers & consolidation with

vibratory roller 80/100 KN

statics wt. incl providing tools

plants firewood oil,kerosene

labour charges etc. comp.

9 360.00 Providing and laying 3441.88 Rupees MT

Bituminous Seal Coat using Three

stone chips 0.18 Cmt / 10 Amt Thousand

i.e. 0.66 Cmt aggregate and Four

asphalt grade VG-30 for

mixing at the rate of 4.50 % And Paise

weight of total mix including Eighty

heating the asphalt and Eight Only

aggregate by continuous

batching drum mix plant and

transporting the mix material &

spreading the same by paver

finisher and consolidation with

vibratory roller of 80 KN to

KN static weight and flushing

sand @ 0.30 Cum / 100 Smt .

including cost of fuel ,hire

charges, fire wood , kerosens,

labour charge etc & with

contractors own machinaries

& drum mix plant etc .comp.

10 768.00 Excavation for foundation up to 78.05 Rupees Cu.M

1.5 M. depth including sorting Seventy

out & stacking of useful Eight And

materials and disposing of the Paise Five

excavated stuff up to 50 Meter

lead. (B) Loose or Soft soil.

11 276.00 Providing & laying Cement 2487.43 Rupees Cum

Concrete 1:4:8 (1 Cement : 4 Two

Course sand : 8 Crushed Thousand

stone aggregate 40 mm Four

nominal size) and curing

complete excluding the cost of Seven And

formwork (A) foundation and Paise Forty

plinth. Three Only

12 979.00 Providing and casting in situ 2823.76 Rupees Cu.M

ordinary cement concrete Two

M.150 mix and providing Thousand

necessary pin headers Eight

including shuttering

scaffolding laying vibrating Three And

curring and finishing Paise

complete without ‘ V ‘ groves Seventy Six

(A) Height from 0 to 5 Mt. Only

13 5800.00 Providing TMT Bar FE 500D 72.43 Rupees Kg

reinforcement for R.C.C. work Seventy

including bending, binding and Two And

placing in position complete Paise Forty

upto floor two level

14 340.00 Providing & laying weep hole 55.05 Rupees No

in Aburtments, and returns by Fifty Five

using A.C. pipe of 100mm And Paise

including laying in proper Five Only

grede and jointing the

completed as per detailed

15 235.00 Supplying and fixing ISI 3862.80 Rupees Rmt

reinforced concrete heavy Three

duty non- pressure pipes Thousand

carrying heavy traffic as per IS Eight

458-1991 specifications

including setting the pipes in And Paise

C.M. 1:2 watering and laying Eighty Only

(to level or slopes) of class

NP3 of following internal

diamters.(v) 900 mm.

16 45.00 Providing & Laying cement 4115.45 Rupees Cum

concrete 1:1:5:3 (1 cement : Four

1:5 course sand : 3 graded Thousand

stone aggregate 20 mm One

nominal size) for C.C. road Fifteen And

including curing & cost of form Paise Forty

work. Finishing the cement Five Only

concrete road by trimix

process inclusive of labour

charges for trimix vacuum

dewatering process on cement

concrete road by using

vacuum dewatering pump,

surface floater, surface vibrator

including channeling & making

grooves & rough finish to

surface by providing expansion

joints, contraction joint &

construction joints with fillings

of joints with asphalt filler as

per direction by engineer

incharge & as per

17 100.00 Providing Diversion For New 1107.97 Rupees Rmt

Construction of Box Culvert by One

providing necessary earthwork, Thousand

murrum bedding for One

watercourse including mainting

till the complition of work and Paise

removing the same and Ninety

clearing etc comp. as directed. Seven Only

18 9.00 Providing and laying 319.21 Rupees No

hectometer stone as per IRC Three

type design including Hundred

19 4.00 Providing and fixing ordinary 844.16 Rupees No

Kilometer stone of precast Eight

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

reinforcement as per I.R.C. Forty Four

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

including letter and paints etc. Only

20 1.00 Citizen's Information board- 11791.75 Rupees No

Providing and fixing of typical Eleven

MMGSY information board as Thousand

per instruction Two ACP sheet Seven

3 mm thick of 900 mm x 750 Ninety One

mm size fixed at top & bottom And Paise

duly rivetted with MS angle of Seventy

25 mm x 25 x 5 mm thick MS Five Only

angle shall welded by two

vertical MS angle of 5 mm

thick to 75 mm x 75 mm of

SWG square tube posts duly

embeded in cement concrete

M 15 grade bocks of 600 mm x

600 mm x 75 mm below

ground level. The letter &

figure of any shade

reflectorised with high intensity

Prismatic grade retro reflective

sheeting of Type-4 as per

ASTM D -4956 and latest

MORD specification, All

section 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 Reflactive

21 4.00 Cautionary Warning Sign :- 3341.64 Rupees No

Providing and fixing sing Three

boards made out of 2mm Thousand

aluminium sheet; size 90 x 90 Three

x 90 cms. equilateral triangle

as per design of IRC-67-1977. And Paise

Pre treated with phospheting Sixty Four

process & acid etching; coated Only

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

required; painted with

bestquality epoxy coatings in

black and white 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

x 45 x 60 Cms. for each

leg.including excavation,

curing etc.complete under the

supervision of engineer in

charge.(A) Engineer Grade

22 1.00 Providing & fixing Junction 22715.91 Rupees No

sign board made out of 4mm Twenty

ACP sheet; size 120 x 90 cms. Two

rectangle as as per the design Thousand

of IRC- pre treated with

phospheting process & acid Fifteen And

etching; coated with one coat Paise

of epoxy primer and two coats Ninety One

of best quality epoxy paint; Only

Front side reflectorised with

high intensity Micro Prismaatic

Grade Type IV retro reflective

sheeting as per IRC -67 and

latest M.O.S.T. & MORD

Specifications mounted on

Nos of 3.1m long stand post if

iron angle of 50 x 50 x 5mm

and frame fabricated from

suitable MS angle of 40 x 40 x

3 mm as required, painted with

best quality epoxy coatings in

black and white bends. the

details of the letters/ symbol for

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) Class B High

Intensity Grade ...........

23 2.00 Village name/ Bump Ahed sign 4371.38 Rupees No

:-Providing and fixing sing Four

boards made out of 2mm Thousand

aluminium sheet; size 90 Three

x60cms. rectangle as as per Seventy

the design of IRC-67-1977 pre One And

treated with phospheting Paise Thirty

process & acid etching;coated Eight Only

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

sizeiron angle of 50 x 50 x

5mm painted with best quality

epoxy coatings in black and

white bends. the details

ofsymbol 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) EngineerGrade

24 10.00 Hazard Marker Sign :- 3184.53 Rupees No

Providing and fixing sing Three

boards made out of 2mm Thousand

aluminium sheet; size 90 x One

30cms. rectangle as as per the

design/drawing attached (IRC) And Paise

pretreated with phospheting Fifty Three

process & acid etching; coated Only

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;

3.1m long stand post and

frame fabricated from suitable

size iron angle of 35 x 35 x

3mm & 50 x 50 x 5mm painted

with best quality epoxy

coatings The fixing at site shall

be in 1:2:4 CC block of size

45x45x 60cms. for each leg.

including excavation curing

etc. complete under the

supervision of engineer in

charge.(B)High Intensity Grade

25 10.00 Chevron sign :-Providing and 3989.50 Rupees No

fixing sign boards made out of Three

1.5mm aluminium sheet / 3mm Thousand

ACP (Aluminum composite Nine

Panel); size 60x50cm Hundred

rectangular as per design of Eighty Nine

IRC-67-2012. Pre treated with And Paise

phospheting process & acid

etching; coated with one coat of

epoxyprimer and two coats of

best quality epoxy paint ;

reflectorised with High Intensity

Prismatic Grade retro

refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

M.O.S.T. Specifications; 3.3 mtr

long stand post of Iron Angle

x 75 x 6mm / 65NB Circular MS

Pipe as required and frame

fabricated from suitable size iron

angle of35x35x3mm; painted

with bestquality 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 blockof size 45 x

45 x 60 Cms. for each leg

including excavation, curing

etc.complete under the

supervision of engineer in

charge. A warranty for 7 years

for the Retro reflective sheeting

from original manufacturer & a

certified copy of 3 year outdoor

exposure test report from third

party test lab for the product

offered shall be submitted by

contractor. (A) Class-B Type-4

Retro Reflective sheeting

26 660.00 Road Marking with Hot Applied 299.36 Rupees Smt

Thermoplastic compound with Two

Reflectorising Glass Bends on Hundred

Bituminious surface. Providing Ninety Nine

and laying of hot applied

thermoplastic compound 2.5 Only

mm. thick including

reflectorising glass beads @

250 gms per sqm. area.

Thickness of 2.5 mm is

exclusive of surface applied

glass beads as per IRC:35.

The Finished surface to be

level. Uniform and free from

streaks and holes.

Rupees Two Crore Thirty Six Lakh(s) Fifteen Thousand Seven Hundred Forty One And Paise

Thirty Three Only

I/am we/are willing to carry out the work at _____% above /below _____________ percent (should be written in

figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

* Estimated amount put to tender * Estimated amount put to tender

{* Strike whichever is not applicable.}

Notes 1 - All work shall be carried out as per Public Works Department Handbook and other specifications of Division or

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Notes 2 - 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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Notes 3 – To be continued on additional sheets if found necessary

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Signature of contractor Executive Engineer

Panchayat R.&B. Division