Resurfacing of Bardoli Kothi Hathijan Road Under MMGSY (N) 2025-26 Ta. - Dahegam Dist. - Gandhinagar

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(with brief specification and reference to Quantity Unit Amount

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book of specifications)

1 Clearing and grubbing road land including 1.17 Hect. 28455.09

uprooting rank vegetation grass bushes,

shrubs, sapling and trees girth up to 300 mm

removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By

mechanical means in area of light jungle

2 Box cutting the road surface to proper slope 3073.00 Cum 109.24

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

upto 50Mt.lead.

3 Dismentaling the existing structure including 185.00 Cum 955.41

removing and stacking the dismentelled

materials as and where directed. (A) R.C.C.

4 Earthwork for embankment including 7296.00 Cum 186.81

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 density including filling the

depression which occur during the process

using power roller 8T to 10T.(E) From Borrow

area within Land Width (upto 10 ton).

5 Providing, laying, and compacting Quarry 468.00 Cum 797.01

spall for Road side shoulders including

spreading in uniform thickness, including

rolling with vibratory roller 80-100 kN static

wt. to proper grade and camber including

watering etc. complete.

6 Providing laying and spreading Granular 818.00 Cum 993.84

materials for Sub base as a Unscreen Graval

in required proportion so as to have mix

material gradation of grade II, including

spreading in uniform thickness, rolling with

vibratory roller 80-100 kN static wt. to proper

grade and camber including watering etc.

Description of Item

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(with brief specification and reference to Quantity Unit Amount

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7 Providing, laying, spreading and compacting 1000.00 Cum 1857.39

stone aggregates of specific sizes to water

bound macadam (Grade-II) (B.T. Metal of

size 45 to 63 mm) specification including

spreading in uniform thickness, handpacking,

rolling with 3 wheeled steel / vibratory roller in

stages to proper grade and camber, applying

and brooming requisite type of screening /

binding Materials to fill up the interstices of

coarse aggregate, watering and compacting

to the required density.

8 Providing & laying 37.50mm thick Bituminous 104.00 M.T. 2390.55

grout base course with VG-30 for tack coat

@ 4 kg./ 10 Sqmt on WBM surface and

using B.T. stone aggregate as per required

gradation with asphalt of VG-30 grade at the

rate of 1.99% i.e. 19.90 Kg/ M.T. including

heating & mixing in drum mix plant

transporting the mix spreading the same by

paver finisher and consolidation by vibratory

roller as per MORT&H specification including

cost of all materials fuel, labours, tools and

plant etc using contractors own drum mix

plant etc. comp.

9 Providing & laying 37.50mm thick Bituminous 840.00 M.T. 2303.99

grout base course with VG-30 for tack coat

@ 2.50 kg./ 10 Sqmt on WBM surface and

using B.T. stone aggregate as per required

gradation with asphalt of VG-30 grade at the

rate of 1.99% i.e. 19.90 Kg/ M.T. including

heating & mixing in drum mix plant

transporting the mix spreading the same by

paver finisher and consolidation by vibratory

roller as per MORT&H specification including

cost of all materials fuel, labours, tools and

plant etc using contractors own drum mix

plant etc. comp.

Description of Item

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(with brief specification and reference to Quantity Unit Amount

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book of specifications)

10 Providing & laying 37.50 mm thick Bituminous 953.00 M.T. 2859.07

macadam with VG-30 for tackcoat @ 2.50 kg/

10 smt using B.T. stone aggregate as per

required gradation with asphalt of VG-30 at

the rate of 3.40 % i.e. 34.0 Kg/M.T. by weight

mix including heating & mixing in drum mix

plant transporting the mix spreading the same

by paver finisher and consolidation by

vibratory roller as per MORT&H specification

including cost of all materials fuel, labours,

tools and plant etc using contractors own

drum mix plant etc. comp.

11 Providing & laying 20 mm thick pre mix seal 559.00 M.T. 3411.92

surfacing using specified graded machine

crushed aggregates with VG-30 grade

bitumen at the rate of 5.1 % i.e. 51.0 Kg/M.T.

by weight mix including heating & mixing in

drum mix plant transporting the mix

spreading the same by paver finisher and

consolidation by vibratory roller as per

MORT&H specification including cost of all

materials fuel, labours, tools and plant etc.

comp. and flushind sand @ rate of 0.30 Cum/

12 Providing and fixing ordinary Kilometer stone 4.00 No. 704.33

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

reinforcement as per I.R.C. type design in

C.C. 1:4:8 including painting, lettering etc.

complete (For O.D. road V.R.)

13 Providing and fixing Hectometer as per I.R.C. 16.00 No. 356.50

type design including painting, lettering etc.

complete. (ii) Fixing in C. C. 1:5:10

14 Providing and fixing guard stone as per I.R.C. 80.00 No. 350.80

type design including white washing etc.

complete.(ii) Fixing in C.C. 1:5:10

Description of Item

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(with brief specification and reference to Quantity Unit Amount

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15 Cautionary Warning Sign :-Providing and fixing 4.00 No. 3509.28

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

angle of 35 x 35 x 3mm, 75 x 75 x 6mm as

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 45 x 60 Cms. for

each leg.including excavation, curing

etc.complete under the supervision of engineer

in charge. (A) Engineer Grade (VR)

16 Facility Informatory Sign :- Providing and fixing 4.00 No. 3856.90

sing boards made out of 2mm aluminium sheet;

size 80 x 60 cms. rectangle as per the design of

IRC-67-1977 pre treated 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.S.T. Specifications; 3.1m long

stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3 mm 75 x 75 x 6 mm

as required; painted with best qualityepoxy

coatings in 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 x 45 x 60 cms. for

each leg. including excavation curing tec.

complete under the supervision of engineer in

charge. (A) Engineer Grade(VR)...

Description of Item

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17 Regulatory / Mandatory signs :Providing and 4.00 No. 3268.75

fixing sing boards made out of 2mm aluminium

sheet; size 60 cms. diameter circle as per the

design of IRC-67-1977 pre treated with

phospheting process & acid eteching; 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; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x

35 x 3 mm 75x75x6mm 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 45 x 60cms. for each leg.

including excavation curing etc. complete under

the supervision of engineer in charge.(A)

Engineer Grade(VR)...

18 Providing and fixing Junction board of M.S. 6.00 No. 5236.70

plates and angles as per standard I.R.C. design

including fixingin C.C.1:4:8 with necessary

excavation painting figuring and lettering on

board etc. complete.

Description of Item

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(with brief specification and reference to Quantity Unit Amount

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19 Chevron sign :-Providing and fixing sign boards 2.00 No. 3711.75

made out of 1.5 mm aluminium sheet / 3mm

ACP (Aluminum composite Panel); size

60x50cm rectangular as per design of IRC-67-

2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy

primer 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 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3 mm;

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

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

20 Citizen' s information Board- Providing and 1.00 No. 12348.17

fixing of typical MMGSY information board as

per instruction. Two MS plates of 1.6 mm thick,

of 900 mm x 750mm size fixed at top & bottom

duly welded with MS angles of 25 x 25 x 5 mm

thick M.S plate shall be welded by two vertical

M.S flats & four horizontal M.S flates 5 mm thick

to 75 mm x 75 mm of 12 SWG square tubes

posts duly embedded in cement concrete M-15

grade blocks of 600mm x 600mm x 75mm,

below ground level. Painting New letters & figure

of any shade with ready mixed synthetic

enample 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 per drawing Clause

1701 and Annexure 1700.1 (10.16)

Description of Item

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(with brief specification and reference to Quantity Unit Amount

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book of specifications)

21 MMGSY "LOGO" Board : Providing and fixing 1.00 No. 4695.66

of MMGSY LOGO informatory sign board with

Logo as per section 1700 of MORD

specifications and drawing. The board will be a

composite unit consisting of Two Plates of ACM

(Aluminum Composite Material), material

specifications as per clause 17001.3. The top

most plate will be of 3mm ACP in diamond

shape of 600x600mm size, riveted with MS

angle iron frame of 25mmx25mmx5mm size on

back on edges. The Lower plate will be of 4mm

ACP of 1100x300mm size riveted with MS angle

iron frame of 25mmx25mmx5mm size on back

on edges. Riveting of all the sheets over angle

and flat iron frame will be done neatly to have

plain surface on one side. The angle iron frame

of Both the plates will be welded to a 75mm

x75mmx6mm Mild steel post at Centre and this

post will be embeded in cement concrete M15

grade block of 450x450x600mm below ground

level. The height of the bottom of the lower plate

will be 1200mm from normal ground level. The

spacing between the diamond shaped plate and

Lower Plate is kept 150mm. MMGSY logo,

letters and numerals on the ACM should be

made up of Retro Reflective sheeting of Type-1

AEGP Class-A grade as per the latest MORD

section 1700 and IRC 67-2012 specifications. Al

the section of the frame and posts shall be

painted with primer and two coats of epoxy

paint. The design, painting and lettering shall be

done as per the MMGSY Logo sign Design and

Description of Item

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(with brief specification and reference to Quantity Unit Amount

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book of specifications)

22 MMGSY Project Information Board: Providing 1.00 No. 8788.82

and fixing of typical PMGSY Project informatory

sign board with Logo as per 1700 of MORD

specifications and drawing. The board will be a

composite unit consisting of Three Plates ACM

(Aluminum Composite Material), material

specificaitons as per clause 17001.3. The top

most plate will be of 3mm ACM in diamond

shape of 600x600mm size, riveted with MS

angle iron frame of 25mmx25mmx5mm size on

back on edges. The middle 4mm ACM plate of

will be 1200x150mm size riveted with MS angle

iron frame of 25mmx25mmx5mm size on back

on edges. The main 4mm ACM lower most plate

will be 1500mmx600mm size, riveted with MS

angle iron frame of 25mmx25mmx5mm size.

Riveting of all the sheets over angle and flat iron

frame will be done neatly to have plain surface

on one side. The angle iron frame of lower most

plate and flat iron frame of the middle plate will

be welded to two nos. 75mm x75mm (12 SWG)

sheet tubes posts placed at 1125mm apart

centre to centre. the top of the middle plate will

be flushed with the top of 75mm dia medium

steel tube posts and these posts will be

embeded in cement concrete M15 grade block

of 450x450x600mm below ground level. The

height of the bottom of the lower plate will be

1200mm from normal ground level and the

bottom of the middle plate will be 100mm above

the top level of the lower most plate. the

diamond shaped plate mounted over flat angle

Description of Item

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(with brief specification and reference to Quantity Unit Amount

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23 Road marking with hot applied thermoplastic 819.00 Sqmt 367.72

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 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 shalll be min

mcd/m2/lux and Asphalt road shall be min

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 35-2015. Warranty for the Retro

reflectivity should be two years.

24 Cat Eye / Road Stud / RPM: Supplying of 867.00 No. 326.23

Molded Twin Shanks Raised Pavement

Markers made of polycarbonate and ABS

moulded body and reflective panels with micro

prismatic lens capable of providing total internal

reflection of the light entering the lens face and

shall support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and

complying to Specifications of Category A of

MORTH Circular No RW/NH/33023/10-97 DO

III Dt 11.06. 1997. The height, width and length

shall not exceed 20 mm, 130 mm and 130 mm

and with minimum reflective area of 13 Sqcm on

each side and the slope to the base shall be

+/- 5 degree. The strength of detachment of the

integrated cylindrical shanks, (of diameter not

less than 19 +/- 2 mm and height not less than

30+/- 2 mm) from the body is to be a minimum

value of 500 Kgf. Fixing will be by drilling holes

on the road for the shanks to go inside, without

nails and using epoxy resin based adhesive as

per manufacturers recommendation and The

color of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

Description of Item

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25 Providing and laying cement concrete 1:4:8 (1 - 530.00 Cum 2574.49

Cement : 4 - coarse sand : 8 - 40 mm nominal

size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth.

26 Providing & Casting in situ Ordinary Cement 1030.00 Cum 4633.88

Concrete 1:1.5:3 (1 cement : 1.5 Coarse sand

: 3 machine crushed stone aggregate 20 mm

nominal size) for C.C. road including tamping,

vibrating, finishing and curing complete.

Finishing the cement 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 in

charge & as per specification.

27 Providing TMT Bar FE 500/500D 14880.00 Kg. 77.29

reinforcement for R.C.C. work including

bending, binding and placing in position

complete upto floor two level

28 Excavation for foundatiuon upto 1.5 m depth 238.00 Cum 255.56

incl. Sorting out & stacking of useful material

& disposing of the excavated stuff upto 50m.

Lead. (B) Dense or hard soil.

29 Providing & casting in situ ordinary cement 338.00 Cum 3917.79

concrete 1:2:4 (1 cement : 2 Coarse sand :

machine crushed stone aggregate 20 mm

nominal size) and providing necessary pin

headers including shuttering, scaffolding,

laying, vibrating, curing and finishing

complete without V-Groves. (A) Height from

30 Providing and laying cement concrete 1:4:8 23.80 Cum 3341.44

(1 - Cement : 4 - coarse sand : 8 - hand

broken stone aggregates 40 mm nominal

size) curing complete excluding cost of

formwork in (A) Foundation and Plinth

31 Providing and laying Weep hole in abutment 113.00 No. 89.20

and return by using PVC. pipe of 100 mm dia

including laying in proper grade and joining

complete etc as per details specification .

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

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book of specifications)

32 Providing and laying - Fitter Media 600 mm 158.00 Sqmt 1262.74

thick directed at the back of abutments,

returns and wing walls as per detailed

specifications.

33 White washing with lime on wall surface (two 161.00 Sqmt 13.03

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust; mortar drops and other foreign

Total Rs.

Rupees Two Crore Fourteen Lakh FiftyNine Thousand Four Hundred Ninety and Paisa

EightySeven Only

I / We / am/are willing to carry out the work at ________________________________% above / below

percent (should be written in figure and words) of the estimated rates mentioned above. Amount of

my/our tender Works out as under.

Estimated Amount Estimated Amount

put to tender Rs. _________ put to tender Rs. _________

Deduct_______% below Add_______% above

Net Rs._________ Net Rs._________

in words ___________ in words ___________

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.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills.

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

4 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 rate of input rate

mentioned in all the tender.

Dismentalling of Credit materials amounting of Rs. 0.00 must be recovered from Contractor's

5 respective R.A. Bill.

Signature of Contractor

Dy. Executive Engineer Executive Engineer

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

Dahegam Gandhinagar