Constg. of Bedi To Mahadev Faliya Road Under MMGSY (T) - 2025-26 Package No. - SK/MMGSY(T)/10, Ta. - Poshina Dist. - Sabarkantha

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

1 Clearing and grubbing road land including 0.60 28455.08 Hect.

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 Earthwork for embankment including breaking 4524.00 131.93 Cum

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. From Borrow area with all lead and

3 Providing, laying, and compacting Hard 240.00 274.20 Cum

Murrum for Road side shoulders including

spreading in uniform thickness, rolling with

vibratory roller 80-100 kN static wt. to proper

grade and camber including watering etc.

4 Providing, laying, spreading and compacting 1189.00 1602.38 Cum

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, hand packing,

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.

5 Providing and applying Tack coat, using VG- 6501.00 20.07 Sqmt

30 bitumen at the rate 4.0 kg. / 10 sq.m. on

W.B.M./ W.M.M. surface including cleaning

the surface etc. complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

6 Providing & laying 37.50mm thick Bituminous 488.00 2170.70 M.T.

grout base course 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.

7 Providing and laying 25 mm thick premix 342.00 3030.52 M.T.

asphalt carpet using 0.66 cmt per 1 MT. mix

with M.C. stone agg. with VG-30 for tack coat

@2.5 kg. / 10 Sqmt BT surface and using

asphalt VG-30 of 33.60 kg .ie. 3.36 % by

Drum Mix Plant & spreading the same by

paver finisher with vibratory roller 80 to

KN. static wt. incl. providing all equipments

tools and plants, fire wood, oil, kerosene,

labour charges etc. complete with contractor's

own machineries, etc. complete.

8 Providing and laying bitumenous Seal coat 239.00 3246.38 M.T.

0.24 cmt / 10 smt. with machine crushed

aggregate using 45.00 kg. VG-30 of bitumen

per M.T. of total weight of mix agg. (4.50 % of

total weight of mix) by drum mix plant and

spreading the same by paver finisher and

consolidation with vibratory roller 80 to

KN static wt. incl. providing all materials

equipments, tools and plants, fire wood, oil,

kerosene, labour charges etc. comp &

flushing sand @ rate of 0.30.

9 Providing and fixing ordinary Kilometer stone 2.00 704.33 No.

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.)

10 Providing and fixing Hectometer as per I.R.C. 8.00 356.50 No.

type design including painting, lettering etc.

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

11 Providing and fixing indicator stone of 115.00 343.27 No.

approved stone as 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

12 Providing and fixing guard stone as per I.R.C. 42.00 350.80 No.

type design including white washing etc.

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

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

13 Cautionary Warning Sign :- Providing and fixing 2.00 3379.54 No.

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

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, 75 x 75 x 6mm 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 60 Cms. for each leg.

including excavation, curing etc. complete under

the supervision of engineer in charge. (A)

Engineer Grade (VR)

14 Facility Informatory Signs :-Providing and fixing 2.00 3856.90 No.

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

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 postand frame fabricated from

suitable size iron angle of 35 x 35 x 3 mm

75x75x6 mm as required; painted with best

quality epoxy coatings in black and white bends.

the details of symbol for eachboard shall details

of symbol for eachboard 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 x45 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

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

15 Regulatory/Mandatory signs : Providing and 2.00 3268.79 No.

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 3mm 75x75x6 mm 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 60 cms. for each leg.

including excavation curing etc. complete under

the supervision of engineer in charge. (A)

Engineer Grade (VR).

16 Providing and fixing Junction board of M.S. 2.00 5236.70 No.

plates and angles asper standard I.R.C. design

including fixing in C.C. 1:4:8 with necessary

excavation painting figuring and lettering on

board etc. complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

17 Chevron sign :- Providing and fixing sign boards 6.00 3711.75 No.

made out of 1.5mm aluminium sheet / 3mm

ACP (Aluminum composite Panel); size 60x50

cm 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 refiective sheeting of Type-4 as per ASTM

D-4956 and latest M.O.S.T. Specifications;

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

35x35x3 mm; painted with best quality 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

block of 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

18 Hazard Marker Sign :- Providing and fixing sing 14.00 2423.74 No.

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

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 60 cms. for

each leg. including excavation curing etc.

complete under the supervision of engineer in

charge. (A) Engineer Grade (VR)

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

19 Road marking with hot applied thermoplastic 642.00 367.72 Sqmt

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.

20 Citizen' s information Board- Providing and 1.00 12239.00 No.

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

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

21 MMGSY "LOGO" Board : Providing and fixing of 1.00 4671.10 No.

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 600x600 mm

size, riveted with MS angle iron frame of 25mmx 25mmx

5mm size on back on edges. The Lower plate will be of

4mm ACP of 1100x 300mm size riveted with MS angle

iron frame of 25mmx 25mmx 5mm 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 x 75mmx 6mm Mild steel post at

Centre and this post will be embeded in cement

concrete M15 grade block of 450x 450x 600 mm below

ground level. The height of the bottom of the lower plate

will be 1200 mm from normal ground level. The spacing

between the diamond shaped plate and Lower Plate is

kept 150 mm. 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-

charge. A warranty for 5 years for the Retro reflective

sheeting for Type-1 Class-A from original manufacturer

shall be submitted by contractor.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

22 MMGSY Project Information Board: Providing and fixing of 1.00 8739.69 No.

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 600x 600mm size, riveted with MS angle iron frame of

25mmx 25mmx 5mm size on back on edges. The middle 4mm

ACM plate of will be 1220x 150mm size riveted with MS angle

iron frame of 25mmx 25mmx 5mm size on back on edges. The

main 4mm ACM lower most plate will be 1500mmx 600mm

size, riveted with MS angle iron frame of 25mmx 25mmx 5mm

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 450x 450x 600mm 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 connected to middle plate by square steel

section of 47mmx47mm, thickness 12SWG having a spacing of

100mm between the diamond shaped plate and middle plate

and this square section will be riveted to the bottom point of the

diamond shaped plate. 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 Signage Guide and as directed by Engineer-In-

charge. A warranty for 5 years for the Retro reflective sheeting

for Class-A respectively, from original manufacturer shall be

submitted by contractor.

23 Excavation for foundatiuon upto 1.5 m depth 1351.00 253.85 Cum

incl. Sorting out & stacking of useful material

& disposing of the excavated stuff upto 50m.

Lead. (B) Dense or hard soil.

24 Providing and filling in foundation with 254.80 3345.58 Cum

ordinary cement concrete M- 100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

25 Providing and filling in foundation with 1794.06 3715.63 Cum

ordinary cement concrete M- 150 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

26 Providing TMT Bar FE 500D reinforcement for 7476.00 77.29 Kg.

R.C.C. work including bending, binding and

placing in position complete upto floor two

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

27 Providing and laying Weep hole in abutment 586.00 86.73 No.

and return by using PVC. pipe of 100 mm dia

including laying in proper grade and joining

complete etc as per details specification.

28 Providing and laying Fitter Media 600mm thick 190.00 1238.93 Sqmt

directed at the back of abutments, returns and

wing walls as per detailed specifications.

29 White washing with lime on wall surface (two 1817.00 12.73 Sqmt

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust; mortar drops and other foreign

30 Supplying and fixing reinforced concrete 30.00 3469.26 Rmt

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 wateringand laying (to level or

slopes) of class NP3 of following internal

daimeters. (v) 900mm dia.

31 Providing Kachha Diversion may be 5.00 5050.00 No.

necessary for traffic and maintaining the

same for the period as may be necessary as

directed by engineer in charge.

32 Provinding and filling sand below R.C.C. raft 75.00 479.44 Cum

in layers including ramming and watering

33 Dismentalling the existing structure including 5.00 5050.00 No.

removing & stacking the dismentalled

materials as and where directed including

Dismental Credit.

34 Providing & casting in situ Controlled 225.00 5339.54 Cum

cement concrete M - 250 for Cement

Concrete Road laid as directed including

tamping, vibrating, finishing, curing, and filling

in joints with bitumen complete.

35 Compaction and finishing of cement concrete 1125.00 73.14 Sqmt

road by trimix process providing extra labour

charges for the trimix vacum dewatering

service process on cement concrete road

surface by using vacum dewatering pump

floater surface vibrator including making

rough finish to surface as per in including

levelling the complete.

36 Providing Kachha Diversion may be 2.00 20200.00 No.

necessary for traffic and maintaining the

same for the period as may be necessary as

directed by engineer in charge. (For Slab

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

37 Marking out the centre line of the bridge & 2.00 15150.00 No.

various other component structure &

complete lining out & leveling with the

theodolites, levels, including constructing and

establishing necessary bench marks etc.

complete as directed.

38 Excavation for foundation in sand, gravel, clay 992.00 511.45 Cum

soft soils and murrum etc. including shoring,

strutting dewatering as necessary and

disposing of the excavated stuff as directed.

(A) Depth upto 3.0 M. and lead upto 100m for

39 Excavation in large boulders and soft rock by 402.00 717.23 Cum

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

40 Providing and casting in-situ ordinary cement 1221.00 4291.68 Cum

concrete M-200 mix and providing necessary

pin headers including shuttering,

scaffolding laying vibrating, curing and

finishing complete without V-grooves.

41 Providing TMT Bar FE 550D reinforcement for 25400.00 94.99 Kg.

R.C.C. work including bending, binding and

placing in position complete upto floor two

42 Providing and casting in situ controlled 40.00 5346.10 Cum

cement concrete M-250 for RCC work in pier

caps / Abutment caps & Dirt wall including

ordinary cement concre-te M-250 bed block

or pedestal of required size below bearings

as per detailed drawings centering, shuttering,

scaffolding wherever necessary laying,

vibrating, curing and finishing complete.

43 Providing and casting in situ controlle 108.80 5397.06 Cum

cement concrete M-250 for R.C.C. solid slab

including centering, scaffolding, curing and

finishing complete.

44 Providing and casting in situ ordinary cement 16.20 4304.14 Cum

concrete M-200 for Kerbs / Kerb blocks

including formwork, curing and finishing

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

45 Providing and casting in situ controlle 38.40 5339.54 Cum

cement concrete M - 250 for average

100mm. thick Wearing coat laid as directed

including tamping, vibrating, finishing, curing,

and filling in joints with bitumen complete.

46 Providing and casting in - situ controlle 73.00 5197.70 Cum

cement concrete M-250 for approach slab.

47 Providing and fixing in position mild steel 18.00 341.29 No.

32 mm dowel bars in pier caps for anchorage

in fix end as per detailed drawing including

cutting , bending & welding complete.

48 Providing and fixing in position mild steel 18.00 399.70 No.

32 mm dowel bars in pier caps for anchorage

in free end as per detailed drawing including

cutting , bending & welding complete.

49 Providing 12 mm thick pre-moulded asphalt 25.00 703.53 Sqmt

filler joints as per drawing.

50 Provding P.V.C. 100 mm diameter water 12.00 159.37 No.

spouts including necessary iron gratings as

per drawings.

51 Providing and fixing tar papper bearing , shall 56.00 151.50 Sqmt

be provided between abutment / pier cap and

52 Providing flood gauge marks on sub structure 22.00 165.69 Rmt

as per design including painting complete.

(For Slab Drain)

53 Providing and fixing mild steel dowel bars of 45.00 450.07 Rmt

minimum 32mm dia. for anchoring by drilling

holes in foundation strata including necessary

bending, hooking of dowel bars and grouting

the holes complete as per detailed drawing

and as directed.

54 Earthwork in cutting including preparing the 325.00 500.04 Cum

slope and camber and stacking or utilising the

cutting stuff in bank as directed upto

Meters from the end of cutting with all lead

and lift. (i) Hard murrum.

55 Providing and fixing post and pipe railing as 102.10 1211.79 Rmt

per detailed drawing including 3 coats of

painting to steel works complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

56 Supplying and fixing reinforced concrete 52.50 5560.01 Rmt

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. (v) 1200mm dia.

Total Rs.

Rupees Two Crore SixtyEight Lakh ThirtyFive Thousand Six Hundred Seventy and Paisa

FourtyFour 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.

4 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

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.

Signature of Contractor

Dy. Executive Engineer Executive Engineer

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

Khedbrahma Himatnagar