Road work

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 0.82 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 660.00 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 969.00 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 and removing bitumen macadam surface including 6105.00 Sq.m. 39.63

completely removing out the entire existing bituminous surface,

stacking useful materials on road side and disposing off

remaining stuff complete as per instruction of in charge Engineer.

5 Providing, laying and spreading Granular sub base (Grade-I) by 330.00 Cum 1372.59

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 2035.00 Cum 1801.84

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 2035.00 Cum 1843.25

metal 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 2930.00 Cum 183.70

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

and consolidation from borrow pits within land width.

9 Providing and laying quarry spaull of approved quality including 492.00 Cum 1160.49

spreading, watering, consolidation with vibratory roller as per

MORTH specification including loading and unloading etc.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing and laying bituminous grout 37.5mm thick compacted 1527.00 M.T. 2401.78

with B.T. aggregates as per MORTH specification and using

asphalt VG-30 at the rate of 1.99% (i.e. 19.90 kg./M.T.) of total

weight of mix for mixing using B.T. chips of required gradation

including cleaning and heating asphalt premix materials by drum

mix process in proper gradation and laying with paver finisher

and consolidation with vibratory roller as per MORTH

specification to achieve desire density, including cost of all

labour, materials, asphalt aggregates, labour charges, royalty

charges etc. complete using as directed including flushing key

aggregate @ 0.13 cum/10 sq.m.

11 Providing & laying 37.5 mm compacted thick Bituminous 1679.00 M.T. 2784.57

Macadam with B.T. aggregate as per MORTH specification and

bitumen grade VG-30 for mixing @ 34 Kg/MT i.e. 3.40% of total

weight of mix including heating and mixing the aggregate and

asphalt in continuous drum mix plant and spreading te same by

paver finisher & consolidation with vibratory roller as per MORTH

specification including providing all materials, equipments, tools

& plants, fire wood, oil, kerosene, labour charges etc. complete

using contractor's own machinery, drum mix plant and paver

finisher etc. complete.

12 Providing and laying 20 mm thick mix seal surfacing using stone 936.00 M.T. 3508.74

chips as per gradation asphalt VG-30 (60-70) for mixing at the

rate of 51 Kg/M.T. (5.10%) of mix including heating the asphalt

and aggregate by continuous batching of hot mix plant and

spreading the same by paver finisher and consolidation with

vibratory roller 80-100 K.N. static weight including the cost of

labour charges, oil, kerosene, lubricants etc. complete using

contractor's own machinery and plant etc. complete.

13 Providing and laying evenly tack coat using rapid setting 20350.00 Sq.m. 20.10

emulsion (RS-1) materials at the rate of 4.00 Kg / 10 Sq.M. on

road surface using emulsion pressure sprayer including the cost

of all labour, materials, heating, machinery & equipment etc.

14 Providing and laying evenly tack coat using rapid setting 20350.00 Sq.m. 12.73

emulsion (RS-1) materials at the rate of 2.50 Kg / 10 Sq.M. on

road surface using emulsion pressure sprayer including the cost

of all labour, materials, heating, machinery & equipment etc.

15 Providing and fixing ordinary kilometer stone of approved hard 5.00 No. 704.34

stone as per IRC type design and fixing in C.C 1:4:8 including

lettering and paints etc. complete. (For ODR, V.R.)

16 Providing and fixing Hectometer stone as per I.R.C. type design 20.00 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 69.00 No. 349.11

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

18 Hazard Marker Sign :- Providing and fixing sign boards made out 2.00 No. 3518.69

of 1.5mm aluminium sheet / 3mm 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

19 Village Name / Bump Ahead Sign :- Providing and fixing sign 6.00 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

20 Direction (Junction) Sign :- Providing and fixing sign boards made 3.00 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 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 Citizen's Information Board : Providing and fixing of typical 1.00 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 1700.1 (10.16).

22 Road marking with hot applied thermoplast compound with 1366.67 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.

23 Supply & fixing logo board of MMGSY diamond size (600mm x 1.00 No. 22509.87

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Cautionary Warning Sign :- Providing and fixing sign boards 8.00 No. 3906.19

made 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 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

25 Facility Informatory Sign :- Providing and fixing sign boards made 5.00 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.

26 Excavation for foundation up to 1.50 mt. depth including sorting 61.00 Cum 117.08

out and stacking of useful material and disposing off the

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

27 Providing and laying in foundation with ordinary cement concrete 227.00 Cum 3105.12

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

28 Providing and casting in situ ordinary cement concrete M-150 mix 68.00 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.

29 Providing and casting in situ controlled cement concrete M-250 440.00 Cum 4318.76

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

curing and filling in joints with bitumen complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

30 Providing and fixing I.S.I. mark T.M.T. Bar Fe-550D 6632.00 Kg. 76.22

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

placing in position complete upto floor two level.

31 Supplying and fixing reinforced concrete heavy duty non-pressure 30.00 Rmt. 1028.03

pipes with collars for culverts including setting and joining the

pipes in C.M. 1:2 watering and laying (to level of slops of I.S.

/ 1971 Class NP4 casted by vertically vibrated technology of

following internal diameter.(i) 300mm dia.

32 Filling available excavated earth (excluding rock) in trenches, 31.00 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.

33 Providing and laying weep hole in abutment and returns by using 25.00 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 Fifty Eight lacs Eighty thousand Nine hundred Eighty Four 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,

Jambusar Bharuch Bharuch