Remaining Work of Resurfacing of Rural Road Under SR - 2023-24 Package No. - SK/SR/14, Ta. - Himatnagar 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 0.58 28393.03 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 4115.41 126.26 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 1284.00 266.64 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 and spreading Granular 27.87 682.76 Cum

materials for Sub base as a Unscreen /

Natural 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. complete.

5 Providing, laying, spreading and compacting 584.00 1592.77 Cum

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 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.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

6 Providing, laying, spreading and compacting 777.80 1502.43 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.

7 Providing and applying Tack coat, using RS1 0.00 11.11 Sqmt

emulsion bitumen at the rate 2.5 kg. /

sq.m. on W.B.M./ W.M.M./ B.T. surface

including cleaning the surface etc. complete.

8 Providing & laying 37.50 mm thick Bituminous 661.18 1818.37 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.

9 Providing and laying 25 mm thick premix 670.00 2530.63 M.T.

asphalt carpet using 0.66 cmt per 1 MT. mix

with M.C. stone agg. with RS1 Emulsion 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.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

10 Providing and laying bitumenous Seal coat 339.89 2739.07 M.T.

0.18 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

11 Providing and fixing ordinary Kilometer stone 3.00 1290.57 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 letter and paints etc.

complete (For N.H., S.H. and M.D.R.)

12 Providing and fixing Hectometer as per I.R.C. 10.00 356.50 No.

type design including painting, lettering etc.

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

13 Providing and fixing indicator stone of 130.00 343.27 No.

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

14 Providing and fixing guard stone as per I.R.C. 48.00 349.11 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)

15 Cautionary Warning Sign :-Providing and fixing 2.00 3906.19 No.

sign boards madeout of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

x 90 x 90 cms. equilateral triangle 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; 3.6mtr 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 3mm; 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

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. (B) Class-B Type-4

Retro Reflective sheeting

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

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book of specifications)

16 Facility Informatory Sign :- Providing and fixing 2.00 3990.64 No.

sign boards madeout of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

x 60 cms. 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; 3.6mtr long stand post of Iron

Angle 75 x75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; 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

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. (B) Class-B Type-4

Retro Reflective sheeting.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

17 Regulatory / Mandatory Sign :-Providing and 2.00 3540.12 No.

fixing sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum composite Panel);

size 60 cms. Dia Circle 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 retrorefiective sheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.

Specifications; 3.6mtr long stand post of Iron

Angle 75 x75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; 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

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. (B) Class-B Type-4

Retro Reflective sheeting.

18 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)

19 Chevron sign :- Providing and fixing sign boards 9.00 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

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

20 Hazard Marker Sign :- Providing and fixing sign 6.00 3518.69 No.

boards made out of 2.0 mm aluminium sheet /

mm ACP (Aluminum composite Panel); size

90x30 cms. 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; 1.8mtr 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 3mm; 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

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. (B) Class-B Type-4

Retro Reflective sheeting

21 Road marking with hot applied thermoplastic 917.65 367.72 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.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

22 Cat Eye / Road Stud / RPM: Supplying of 577.00 326.23 No.

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.

23 Excavation for foundatiuon upto 1.5 m depth 639.69 241.76 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 72.11 3245.56 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 498.44 3615.80 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 1680.49 76.21 Kg.

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

placing in position complete upto floor two

27 Providing and laying Weep hole in abutment 300.00 82.60 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 White washing with lime on wall surface (two 352.00 12.12 Sqmt

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust; mortar drops and other foreign

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

29 Supplying and fixing reinforced concrete 15.00 3446.50 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.

30 Supplying and fixing reinforced concrete 150.00 649.92 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. (i) 300mm dia.

31 Providing Kachha Diversion may be 1.00 5050.00 No.

necessary for traffic and maintaining the

same for the period as may be necessary as

directed by engineer in charge.

32 Dismentalling the existing structure including 1.00 5050.00 No.

removing & stacking the dismentalled

materials as and where directed.

33 Providing & casting in situ Controlled 28.83 5230.00 Cum

cement concrete M - 250 for Cement

Concrete Road laid as directed including

tamping, vibrating, finishing, curing, and filling

in joints with bitumen complete.

34 Compaction and finishing of cement concrete 277.88 63.04 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.

35 Box cutting the road surface to proper slope 0.00 103.86 Cum

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.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

36 Providing and erecting a "W" metal beam 350.00 2798.71 Rmt

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 m centre to centre, 1.8 m high,

m below ground / road level, all steel parts

and fitments to be galvanised by hot dip

process, all fittings to conform to IS:1364,

metal beam rail to be fixed on the vertical post

with a spacer of channel section 150 x 75 x

mm, 330 mm long complete as per clause

37 Providing panel wall for dry stone pitching in 120.00 2524.60 Cum

uncourased rubble masonary with had stone

of approved quality in cement. mortar

including curing etc, complete.

38 Providing and applying Tack coat, using RS1 5400.00 16.16 Sqmt

emulsion bitumen at the rate 4.0 kg. /

sq.m. on W.B.M./ W.M.M./ B.T. surface

including cleaning the surface etc. complete.

Total Rs.

Rupees One Crore Fifteen Lakh FiftyTwo Thousand Seven Hundred EightySix and Paisa

ThirtyThree 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

Himatnagar Himatnagar