Road work

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 0.15 Hect. 28393.04

grass bushes, shrubs, sapling and trees of girth up to 300mm

removal of stumps of trees cut earlier and disposal of

unserviceable materials and stacking of serviceable materials as

per Clause-201 (area of light density) by mechanical means in area

of light jungle.

2 Box cutting the road surface to proper slope and camber for 990.00 Cum 104.21

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed within all

lead and lift.

3 Earthwork in cutting in all sorts of soil and soft murrum including 177.00 Cum 127.75

conveying and spreading the stuff, embankment as and where

directed within 200meters from the end of the cutting with all

required lead and lift.

4 Providing, laying and spreading Granular sub base (Grade-I) by 1047.00 Cum 1100.90

providing close graded MCBT material in single layer with motor

grader on prepared surface, mixing by mix in place method with

rotavator at OMC and compacted with vibratory roller 80 to 110 KN

static weight to achieve desired density etc. completed.

5 Providing & laying compacted WBM Grading-I using MCBT metal 456.00 Cum 1466.52

of size 63mm to 45mm in required layers including using 16%

stone screening, 13.2mm size and 8% stone dust as filler including

spreading, watering and consolidation by vibratory roller as per

MORTH specification etc complete as directed by engineer in

6 Providing & laying compacted WBM Grading-II using MCBT metal 652.50 Cum 1519.04

of size 53mm to 22.4mm in required layers including using 24%

stone screening, 11.2mm size and 8% stone dust as filler including

spreading, watering and consolidation by vibratory roller as per

MORTH specification etc complete as directed by engineer in

7 Earthwork for embankment including breaking clods, dressing with 1289.00 Cum 183.70

all lead and lift including rolling with power roller, watering and

consolidation from borrow pits within land width.

8 Providing and laying compacted of specified quarry spaull in side 156.00 Cum 914.05

shoulder including carraige of material and spreading on prepared

base including compacting as per MOST specification etc.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

9 Providing and laying bituminous grout 37.5mm thick with asphalt of 222.00 M.T. 2551.26

grade VG-30 at the rate of 1.99% by weight of mix for mixing @

4.00 kg/10 sq.mt. for tack coat using B.T. chips of required

gradation including cleaning and heating asphalt premix materials

by hot mix process in proper gradation and laying with paver

finisher and consolidation by roller of 8 to 10 tonnes including cost

of all materials, asphalt aggregates, labour charges, royalty

charges etc. completed as directed including flushing key

aggregate @ 0.13 cum/10 sq.m.

10 Providing, laying and rolling 25 mm thick open graded premixed 156.00 M.T. 2792.65

bituminous carpet with B.T. aggregate as specified and using

bitumen (VG-30) for mixing with aggregate at the rate of 3.36% i.e.

33.60 kg/M.T. of total mix including heating and mixing in drum mix

plant and spreading the same with paver finisher and consolidation

with vibratory roller as per MORTH specification including

necessary firewood, oil, lubricants, labour charges etc. using

contractor's own drum mix plant and equipment, tools etc.

completed in accordance with the requirement of specification.

11 Providing and laying seal coat with B.T. aggregate as specified 80.00 M.T. 3301.69

using aggregate at the rate of 0.18 cum/10 Sqmt and bitumen

grade (VG-30) for mixing with aggregate at the rate of 4.50% i.e.

45.00 kg/M.T. of total mix including heating and mixing in drum mix

pant, spreading the same with paver finisher and consolidation with

vibratory roller including necessary firewood, oil, lubricants, labour

charges etc. using contractor's own drum mix plant and equipment,

tools etc. complete in accordance with the requirement of

specification.

12 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 2.00 No. 704.34

including necessary reinforcement as per IRC type design in C.C

1:4:8 including painting, lettering etc. complete. (For ODR, V.R.)

13 Providing and fixing Hectometer stone as per I.R.C. type design 8.00 No. 356.50

including painting, lettering etc.complete (i) Fixing in C.C. 1:5:10.

14 Providing and fixing Guard stone as per I.R.C. type design 20.00 No. 349.11

including white washing etc. complete (i) Fixing in C.C. 1:5:10.

15 Hazard Marker Sign :- Providing and fixing sign boards made out of 4.00 No. 3518.69

2mm aluminium sheet / 4mm ACP (Aluminum composite panel)

size 90 x 30 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 Micro Prismatic Grade retro reflective sheeting of

Type-4 as per ASTM D-4956 and latest M.O.S.T. Specifications;

1.8mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suitable size iron angle of

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

16 Village Name / Bump Ahead Sign :- Providing and fixing sign 7.00 No. 6397.44

boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite panel) size 90 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 Micro Prismatic Grade retro

reflective sheeting of Type-4 as per ASTM D- 4956 and latest

M.O.S.T. specifications; 3.3mtr long stand post of 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 or

inscription/letters / 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. (B) Class-B Type-4 Retro Reflective sheeting

17 Direction (Junction) Sign :- Providing and fixing sign boards made 4.00 No. 21287.51

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

panel) size 244 x 122 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

reflective sheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T. Specifications; 4.0mtr (2 Nos.) 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 50 x 50 x 5mm;

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 Citizen's Information Board : Providing and fixing of typical 2.00 No. 23062.34

information board as per instruction. Two M.S. plate of 1.6mm thick

of 900mm x 750mm size fixed at top and bottom duly welded with

M.S. angle with angles of 25 x 25 x 5mm thick M.S. plate shall be

welded by two vertical M.S. flat and four horizontal M.S. flats 5mm

thick to 75mm x 75mm of 12 SWG square tube posts duly

embedded in cement concrete M-15 grade C.C. blocks of 600 mm

x 600mm x 750mm below ground level. Painting new letters and

figures of any shade with ready mixed synthetic enamel paint of

superior quality in required shade and coloured, all sections of

frame joints and steel tube will be painted with primer and two coats

of epoxy paint as per drawing clause 1701 & Annexure

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

19 Road marking with hot applied thermoplast compound with 390.00 Sq.m. 367.73

reflectorising glass beads on bituminous surface and laying of hot

applied thermoplastic compound 2.5mm thick including

reflectorising glass beads @250 gms/sqmt area, thickness of

surface applied glass beads as per IRC 35. The finish surface to be

level uniform free from streaks and holes.

20 Supply & fixing logo board of MMGSY diamond size (600mm x 2.00 No. 22509.87

600mm) 16 gauge & board plate size (900mm x 250mm) 16 gauge

thick M.S plate and 2.40 mt. deep length single angle 75 x 75 x

mm size including fitting and painting lettering with luminous color

as per drawing etc. complete.

21 Cautionary Warning Sign :- Providing and fixing sign board made 4.00 No. 3906.19

out of 2mm aluminium sheet size 90 x 90 x 90 cms equilateral

triangle as per the design of IRC-67-1977. Pre treated with

phospheting process and acid etching coated with one coat of

epoxy primer and two coats of best quality epoxy paint,

reflectorized with retro reflective sheeting as per the latest

M.O.R.T.H. specification, 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x

x 6 mm; painted with best quality epoxy coating 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).

22 Informatory Warning Sign :- Providing & fixing sign boards made 4.00 No. 3990.65

out of 2mm aluminium sheet size 80 x 60 cms as per design of IRC

67-1977. Pre treated with phospheting process and acid etching

coated with one coat of epoxy primer and two coats of best quality

epoxy paint, reflectorized with retro reflective sheeting as per the

latest M.O.R.T.H. specification, 3.1 mt. long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x

x 6 mm; painted with best quality epoxy coating 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).

23 Supplying and fixing Cat eye (Stimsonite) made out from Acrilo 460.00 No. 375.72

beautile sterine injuction high compressed molding with reflector

made of MMC (prismatic type size 12 cm x 6 cm x 2.5 cm) provided

with bituminous adhesive 100 gm. with each unit for fixing (High

Intensity grade)

24 Supplying and applying rumble strip on the road (500 x 125 x 25) 28.00 No. 2121.00

with epoxy material.

25 Excavation for foundation up to 1.50 mt. depth including sorting out 54.00 Cum 189.31

and stacking of useful material and disposing off the excavated

stuff within all lead and lift for all sorts of soil.

26 Providing and laying in foundation with ordinary cement concrete M- 285.00 Cum 3105.11

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

27 Providing and casting in situ ordinary cement concrete M-150 mix 33.00 Cum 3678.42

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

V-groove (A) height 0.0 to 5.0 mt.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

28 Supplying and fixing reinforced concrete heavy duty non-pressure 15.00 Rmt. 6596.20

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (to level or slopes) of I.S. class NP-

4 of 1200mm internal diameter.

29 Providing and fixing I.S.I. mark T.M.T. Bar Fe-550D / 500D 7128.00 Kg. 76.21

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

placing in position complete upto floor two level.

30 White washing with lime on wall surface (two coats) to give an even 40.00 Sq.m. 12.09

shade including thoroughly booming the surface to remove all dirt,

dust, mortar drops and other foreign matter.

31 Providing and casting in situ controlled cement concrete M-250 mix 495.00 Cum 5293.41

with Trimix C.C. Road laid as directed including vibrating, curing

and filling in joints with bitumen complete.

32 Supplying, fixing and joining reinforced concrete heavy duty non- 60.00 Rmt. 1028.03

pressure pipes carrying Indian Railway standard with collars for

culverts carrying heavy traffic as per Indian Railway standard

specification including setting and joining the pipes in C.M. 1:2

watering and laying (to level or slopes) of I.S. class NP4 of 300mm

internal diameter.

TOTAL Rs.

i.e. Rs. Ninety Five lacs Eighty Two thousand Eight hundred Ninety and Sixty Seven paisa only.

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

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

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Net Rs. ___________________________ Total 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.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me

and found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Panchayat (R & B) Sub Division, Panchayat (R & B) Division, Panchayat (R & B) Division,

Bharuch Bharuch Bharuch