Construction Of Rural Road Under MMGSY (SCSP) 2025-26 Package No. 30 Ta. - Gandhinagar Dist. - Gandhinagar

Item Rate In

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book of specifications)

1 Clearing and grubbing road land including 1.59 Hect. 28455.08

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 280.00 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 69.00 Cum 955.41

removing and stacking the dismentelled

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

4 Earthwork for embankment including breaking 9808.00 Cum 132.53

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 Hard Side Shoulder of 100 mm thick 438.00 Cum 893.40

for embankment using Quarry spall with all

lead and lift including watering and rolling and

consolidation of sub grade in layers at OMC to

required dry density inlcuding filling the

depressions which occur during the process

spall having CBR value not less than 20)

6 Construction of granular sub-base by 1904.00 Cum 1850.65

providing granular material of Grading I,

spreading in uniform layers with motor grader

on prepared surface, mixing by mix in place

method with front end loader at OMC, and

compacting with vibratory roller to achieve the

desired density, complete as per clause

Description of Item

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7 Providing, laying, spreading and compacting 1481.00 Cum 2108.11

stone aggregates of specific sizes to water

bound macadam (Grade-I) (B.T. Metal of size

45 to 90 mm) specification including

spreading in uniform thickness, hand packing

, rolling with vibratory roller 80-100 kN static

wt. to proper grade and camber, applying and

brooming, stone screening/binding materials

to fill-up the interstices of coarse aggregate,

watering and compacting etc. complete as per

Specifcation.

8 Providing, laying, spreading and compacting 2156.00 Cum 2004.44

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.

9 Providing & laying 37.50 mm thick Bituminous 1029.00 M.T. 2527.45

grout base course with Emulsion VG-30 for

tack coat @ 4.00 kg./ 10 Sqmt 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.

10 Providing & laying 37.50 mm thick Bituminous 1132.00 M.T. 3020.86

macadam with VG-30 for tackcoat @ 2.50 kg/

10 smt on BT surface using B.T. stone

aggregate as per required gradation with

asphalt of VG-30 at the rate of 3.40 %i.e.

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.

Description of Item

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11 Providing & laying 20 mm thick premix seal 670.00 M.T. 3603.38

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/ 100 smt.

12 Providing and fixing ordinary Kilometer stone 5.00 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. 15.00 No. 356.50

type design including painting, lettering etc.

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

14 Providing and fixing indicator stone of 208.00 No. 343.27

approved stoneas per I.R.C. type design in

C.C. 1:4:8 including white washing etc.

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

15 Providing and fixing guard stone as per I.R.C. 77.00 No. 350.80

type design including white washing etc.

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

16 Cautionary Warning Sign :-Providing and fixing 12.00 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)

Description of Item

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17 Facility Informatory Sign :- Providing and fixing 8.00 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)...

18 Regulatory / Mandatory signs :Providing and 8.00 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

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)...

19 Providing and fixing Junction board of M.S. 4.00 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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20 Chevron sign :-Providing and fixing sign boards 8.00 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

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

21 Hazard Marker Sign :-Providing and fixing sing 4.00 No. 2423.74

boards made out of 2mm aluminium sheet; size

90 x 30cms. rectangle as as per the

design/drawing attached (IRC) pretreated with

phospheting process & acid etching; 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

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. (A)

Engineer Grade (VR)...

Description of Item

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22 Citizen' s information Board- Providing and fixing 2.00 No. 12348.17

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)

23 MMGSY "LOGO" Board : Providing and fixing of 2.00 No. 4695.66

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 as directed by Engineer in-

Description of Item

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24 MMGSY Project Information Board: Providing 2.00 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 iron frame will be

Description of Item

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(with brief specification and reference to Quantity Unit Amount

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book of specifications)

25 Road marking with hot applied thermoplastic 863.00 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.

26 Cat Eye / Road Stud / RPM: Supplying of Molded 223.00 No. 326.23

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 35 +/- 5 degree. The

strength of detachment of the integrated

cylindrical shanks, (of diameter not less than

+/- 2 mm and height not less than 30+/- 2 mm)

from the body is to be a minimum value of

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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27 A Providing and erecting a Single "W" metal 110.00 Rmt 4669.10

beam crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm above

road / ground level, fixed on ISMC series

channel vertical post, 150 x 75 x 5 mm spaced

2.0 m centre to centre ,1.8 m high , 1.1 m Below

ground / road level, all steel parts and fitments to

be galvanised by hot dip process, all fittings to

conform to IS:1367 and IS:1364, metal beam rail

to be fixed on the vertical post with a spacer of

channel section 150 x 75 x 5 mm, 330 mm long

,Fixed in M-25 Grade Concrete 1.1 x 0.5 x

complete as per clause 810. Reflector type-4

class - B High Intensity grade at Every Post as

per drawing complete as per clause

28 Providing and laying cement concrete 1:4:8 (1 - 45.10 Cum 2574.49

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

size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth.

29 Providing & Casting in situ Ordinary Cement 23.00 Cum 4633.88

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

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.

30 Providing TMT Bar FE 500/500D 2463.00 Kg. 77.29

reinforcement for R.C.C. work including

bending, binding and placing in position

complete upto floor two level

31 Excavation for foundatiuon upto 1.5 m depth 366.00 Cum 255.56

incl. Sorting out & stacking of useful material

& disposing of the excavated stuff upto 50m.

Lead. (B) Dense or hard soil.

32 Providing and filling in foundation with 7.50 Cum 3341.44

ordinary cement concrete M- 100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

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book of specifications)

33 Supplying and fixing reinforced concrete 60.00 Rmt 3469.26

heavy duty non pres-sure pipes with collars

for culverts incl. Setting and joining the pipes

in C.M. 1:2 watering & laying (two level or

slope ) of 900mm dia. NP3 pipe internal

diametre of IS 458 /

34 Providing and filling in foundation with 93.00 Cum 3917.79

ordinary cement concrete M- 150 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

35 Providing & casting in situ ordinary cement 427.00 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 0.0 M. to

36 Providing and laying Weep hole in abutment 136.00 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 .

37 Providing and laying - Fitter Media 600 mm 190.00 Sqmt 1262.74

thick directed at the back of abutments,

returns and wing walls as per detailed

specifications.

38 White washing with lime on wall surface (two 193.00 Sqmt 13.03

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust; mortar drops and other foreign

39 Supplying and fixing reinforced concrete 60.00 Rmt 659.99

heavy duty non - pressure pipes with collars

for culverts carrying heavy traffic as per IS

458-1991 specifications including setting the

pipes in C.M. 1:2 watering and laying (to level

or slopes) of class NP 3 of following internal

daimeters. (i) 300 mm dia.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

40 Supplying and fixing reinforced concrete 50.00 Rmt 1968.38

heavy duty non pressure pipes with collars for

culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes

in C.M. 1:2 watering and laying (to level or

slopes) of class NP3 of following internal

daimeters.(iii) 600mm dia.

Total Rs.

Rupees Two Crore FiftySix Lakh TwentySix Thousand Five Hundred NinetyFive and Paisa Fifteen

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 ___________

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

respective R.A. Bill.

Signature of Contractor

Dy. Executive Engineer Executive Engineer

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

Gandhinagar Gandhinagar