Road work

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 0.68 Hect. 28393.04

vegetation 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 1300.00 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 803.00 Cum 127.75

conveying and spreading the stuff, embankment as and where

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

lead and lift.

4 Scarifying gravelled macadam or bitumen macadam surface 6cm 5850.00 Sq.m. 39.63

to 10 cm depth including stacking useful materials on road side

and disposing off remaining stuff as directed.

5 Providing, laying and spreading Granular sub base (Grade-I) by 661.00 Cum 1115.04

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

KN static weight to achieve desired density etc. completed.

6 Providing & laying compacted layer of WBM of Grading-I MCBT 1463.00 Cum 1476.62

metal 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 charge.

7 Providing & laying compacted WBM Grading-II using MCBT metal 2123.00 Cum 1531.30

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 charge.

8 Earthwork for embankment including breaking clods, dressing with 3324.00 Cum 183.70

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

consolidation from borrow pits within land width.

9 Providing and laying compacted of specified quarry spaull in side 448.00 Cum 923.93

shoulder including carriage 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

10 Providing and laying bituminous grout 37.5mm thick with asphalt 732.00 M.T. 2290.68

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

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.

11 Providing, laying and rolling 25 mm thick open graded premixed 512.00 M.T. 2790.63

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 power 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.

12 Providing and laying seal coat with B.T. aggregate as specified 263.00 M.T. 3299.67

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 power 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.

13 Providing and laying tack coat with bitumen emulsion (RS-1) at 9750.00 Sq.m. 21.21

the rate of 4.00 Kg / 10 Sq.M. on the prepare bituminous surface

etc. complete as directed with all labour and materials.

14 Providing and laying tack coat with bitumen emulsion (RS-1) at 9750.00 Sq.m. 13.44

the rate of 2.50 Kg / 10 Sq.M. on the prepare bituminous surface

etc. complete as directed with all labour and materials.

15 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 4.00 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.)

16 Providing and fixing Hectometer stone as per I.R.C. type design 16.00 No. 356.50

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

17 Providing and fixing Guard stone as per I.R.C. type design 63.00 No. 349.11

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

18 Hazard Marker Sign :- Providing and fixing sign board made out of 8.00 No. 2423.74

2mm aluminium sheet size 90 x 30 cms. rectangle as per the

design / drawing attached (IRC) pretreated with phospheting &

acid etching, coated with one coat of epoxy primer and two coats

of best quality epoxy paint reflectorised with retro reflective

sheeting as per latest M.O.R.T.H. specification, 3.1m long (2 nos.)

stand post and frame fabricated from suitable size iron angle of

x 35 x 3mm & 50 x 50 x 5mm 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 instruction of

Engineer in charge. The fixing at site shall be in 1:2:4 C.C. 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

19 Village name / Bump Ahead sign : Providing and fixing sign 6.00 No. 5045.37

boards made out of 2 mm alluminium sheet size 90 x 60 cms

rectangle 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

reflectonsed with retro reflective sheeting as per latest M.O.R.T.H.

specifications. Letters and numerals should be as per IRC-30-

1968, 3.1m long (2 Nos) stand post and frame fabricated from

suitable size iron angle of 50 x 50 x 5 mm painted with best quality

epoxy coating 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

C.C. 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).

20 Direction sign (Junction board) :- Providing and fixing sign boards 3.00 No. 14831.71

made out of 2mm aluminium sheet size 244 x 122cms. rectangle

as per the 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

reflective sheeting as per latest M.O.S.T. specifications, Letters

and numerals should be as per IRC-30-1968, 3.1m long (2 Nos.)

stand post and frame fabricated from suitable size iron angle of

x 50 x 5mm, 75 x 75 x 6mm as required, 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 60cms. for each leg including

excavation curing etc. complete under the supervision of engineer

in charge. (A) Engineer grade. (VR)

21 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

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

22 Road marking with hot applied thermoplast compound with 747.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

23 Supply & fixing logo board of MMGSY diamond size (600mm x 2.00 No. 13319.88

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

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

75 x 6 mm size including fitting and painting lettering with

luminous color as per drawing etc. complete.

24 Cautionary Warning Sign :- Providing and fixing sign board made 4.00 No. 3808.66

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).

25 Informatory Warning Sign :- Providing & fixing sign boards made 2.00 No. 3856.90

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

mm, 75 x 75 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).

26 Hazard Marker Sign :- Providing and fixing sign boards made out 3.00 No. 3518.69

of 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 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

27 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

28 Direction (Junction) Sign :- Providing and fixing sign boards made 2.00 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 Micro Prismatic grade retro reflective

sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 4.0mtr long (2 Nos.) stand post of 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

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

29 Cautionary Warning Sign :- Providing and fixing sign boards made 4.00 No. 3906.19

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

panel) size 90 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 Micro Prismatic grade

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

M.O.S.T. Specifications; 3.6mtr 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 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

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.

30 Facility Informatory Sign :- Providing and fixing sign boards made 4.00 No. 3990.65

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

panel) size 80 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; 3.6mtr 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 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.

31 Excavation for foundation up to 1.50 mt. depth including sorting 180.00 Cum 169.65

out and stacking of useful material and disposing off the

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

32 Providing and laying in foundation with ordinary cement concrete 660.00 Cum 3105.12

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

33 Providing and casting in situ ordinary cement concrete M-150 mix 147.00 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.

34 Supplying and fixing reinforced concrete heavy duty non-pressure 30.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

35 Providing and fixing I.S.I. mark T.M.T. Bar Fe-550D reinforcement 12976.00 Kg. 76.22

for R.C.C. work including binding, bending and placing in position

complete upto floor two level.

36 White washing with lime on wall surface (two coats) to give an 108.00 Sq.m. 12.09

even shade including thoroughly booming the surface to remove

all dirt, dust, mortar drops and other foreign matter.

37 Providing and casting in situ controlled cement concrete M-250 1018.00 Cum 4369.95

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

curing and filling in joints with bitumen complete.

38 Supplying and fixing reinforced concrete heavy duty non-pressure 40.00 Rmt. 1028.03

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 or

laying (to level and slopes) of I.S. class NP-4 of 300mm internal

39 Filling available excavated earth (excluding rock) in trenches, 25.00 Cum 130.40

plinth, sides of foundation etc. in layer not exceeding 20 cm in

depth consolidating each deposited layer by ramming and

watering etc. complete.

40 Providing and laying weep hole in abutment and returns by using 23.00 No. 82.57

A.C. pipes of 100 mm dia. with laying in proper grade and jointing

the completed as per detailed specification.

TOTAL Rs.

i.e. Rs. Two Crore Nine lacs One thousand Five hundred Ninety One and Ninety Six 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

1 Bharuch 2 Bharuch 3 4

Bharuch