Road work

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 2.40 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 Earthwork in cutting in all sorts of soil and soft murrum including 1418.00 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.

3 Scarifying and removing bitumen macadam surface including 6750.00 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.

4 Providing and laying compacted WBM of Grading-I MCBT metal 1688.00 Cum 1054.44

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

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

including spreading watering & consolidation by vibratory roller

etc. as per MoRTH specification compelete as directed by

Engineer in charge.

5 Providing & laying compacted WBM Grading-II using MCBT 2280.00 Cum 1121.10

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.

6 Earthwork for embankment including breaking clods, dressing 5124.50 Cum 182.83

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

and consolidation from borrow pits within land width.

7 Providing and laying compacted of specified quarry spaull in side 720.00 Cum 613.07

shoulder including carriage of material and spreading on

prepared base including compacting as per MOST specification

etc. complete.

8 Providing and laying bituminous grout 37.5mm thick with asphalt 1688.00 M.T. 2351.28

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

9 Providing and laying 37.5 mm compacted thick Bituminous 1857.00 M.T. 2858.30

Macadam with B.T. aggregate as per MORT& H specification &

bitumen grade VG-30 for mixing @ 34 Kg. / M.T. i.e. 3.4% of total

weight of mix including heating & mixing the aggregate & asphalt

in continuous batching mix plant and spreading the same by

paver finisher & consolidation with vibratory roller including

providing all materials equipments, tools & plants, fire wood, oil,

kerosene, labour charges etc. complete using contractor's own

machinery drum mix plant & paver finisher etc. complete.

10 Providing & laying 20 mm thick mix seal surface using B.T. stone 1035.00 M.T. 3426.93

chips as per MORT&H gradation Type - A and Specification with

bitumen grade VG-30 for mixing at the rate of 51.00 kg/M.T. of

total weight of mix (i.e. 5.10 % of total wt. of mix) and mixing

aggregate and asphalt by drum mix plant and spreading the

same by paver finisher including rolling and consolidation with

static roller and providing tools and plant fire wood, oil, kerosene,

labour charges using contractor own machineries etc. complete.

11 Providing and fixing ordinary kilometer stone of precast C.C. 6.00 No. 704.34

1:2:4 including necessary reinforcement as per IRC type design

in C.C 1:4:8 including painting, lettering etc. complete. (For ODR,

12 Providing and fixing Hectometer stone as per I.R.C. type design 24.00 No. 356.50

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

13 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 1.00 No. 1935.15

including necessary reinforcement as per I.R.C. type design in

C.C. 1:4:8 including painting, lettering etc. complete (For N.H.,

S.H. and M.D.R.)

14 Providing and fixing Guard stone as per I.R.C. type design 273.00 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 26.00 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

16 Village Name / Bump Ahead Sign :- Providing and fixing sign 12.00 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

Cms. for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for

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 3.00 No. 21287.51

made 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 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

19 Road marking with hot applied thermoplast compound with 1200.00 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 Cautionary Warning Sign :- Providing and fixing sign boards 26.00 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

21 Informatory Warning Sign :- Providing and fixing sign boards 2.00 No. 3990.65

made 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

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

22 Type - A, "W" : Metal Beam Crash Barrier (Providing and 60.00 Rmt. 3354.21

erecting a "W" metal beam 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

mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below

ground/road level, all steel parts and fitments to be galvanised by

hot dip process, all fittings to conform to IS:1367 and IS:1364,

metal beam rail to be fixed on the vertical post with a spacer of

channel section 150 x 75 x 5 mm, 330 mm long complete as per

clause 810)

23 Excavation for foundation up to 1.50 mt. depth including sorting 1045.00 Cum 201.47

out and stacking of useful material and disposing off the

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

24 Excavation for foundation in sand, gravel, clay soft soils and 262.00 Cum 486.77

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 10 MT.

25 Providing and laying in foundation with ordinary cement concrete 348.00 Cum 3105.12

M-100 mix and providing necessary vertical pin headers

including formwork, vibrating, ramming and curing complete.

26 Providing and casting in situ ordinary cement concrete M-150 565.00 Cum 3678.42

mix 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. & RCC raft and cut of

27 Supplying and fixing reinforced concrete heavy duty non- 127.50 Rmt. 6596.20

pressure 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.

28 Providing and fixing I.S.I. mark T.M.T. Bar Fe-550D 2711.00 Kg. 76.22

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

placing in position complete upto floor two level.

29 White washing with lime on wall surface (two coats) to give an 429.00 Sq.m 12.09

even shade including thoroughly booming the surface to remove .

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

30 Filling available excavated earth (excluding rock) in trenches, 709.00 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.

31 Providing and laying weep hole in abutment and returns by using 211.00 No. 82.57

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

the completed as per detailed specification.

32 Providing and casting in situ controlled cement concrete M-250 748.00 Cum 4374.57

for R.C.C. return as per drawings including centering, shuttering,

scaffolding where necessary, laying, vibrating, curing and

finishing complete. (A) Height from 0.0 to 5.0 M. (1) Piers (2)

Abutment (3) RCC return.

33 Providing and casting in situ controlled cement concrete M-250 18.00 Cum 5025.07

for R.C.C. works in pier cap, abutment cap and dirt wall including

controlled cement concrete M-300 bed block or pedestal of

required size below bearing as per detailed drawing, centering,

shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

34 Providing and casting in situ controlled cement concrete M-250 130.00 Cum 5106.66

for R.C.C. solid slab including centering, scaffolding, curing and

finishing complete.

35 Providing and casting in situ controlled cement concrete M-40 for 16.00 Cum 5373.29

average 100mm thick wearing coat laid as directed including

tamping, vibrating, finishing, curing and filling in joints with

bitumen complete.

36 Providing and laying in position I.S.I. mark Fe-500D bar for mass 2.014 M.T. 73858.70

concrete in pier, abutment, wing wall including cutting, bending,

hooking and tying complete as per detailed drawing.

37 Providing and placing in position I.S.I. mark Fe-500D bar 13.078 M.T. 72601.87

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing. (A) Solid slab.

38 Providing P.V.C. 100mm diameter water spout including 8.00 No. 159.37

necessary grating as per drawing 0.50 per length.

39 Providing and laying filter media 600 mm thick as directed at 262.00 Sq.m 1180.34

back of abutment, returns and wing walls as per detailed .

specifications.

40 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 16.00 No. 339.88

in pier caps or abutments caps for anchorage in fixed end as per

detailed drawing including cutting, bending and welding

41 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 16.00 No. 396.28

in pier caps or abutments caps for anchorage in free end as per

detailed drawing including cutting, bending and welding

42 Reinforced cement concrete crash barrier (Provision of an 72.00 Rmt. 9616.21

Reinforced cement concrete crash barrier at the edges of the

road, approaches to bridge structures and medians, constructed

with M-400 grade concrete with TMT Corrosive Reinforcement

Steel (CRS) conforming to IRC:21 and dowel bars 25 mm dia.,

450 mm long at expansion joints filled with pre-moulded asphalt

filler board, keyed to the structure on which it is built and installed

as per design given in the enclosure to MOST circular No.

RW/NH - 33022/1/ 94-DO III dated 24 June 1994 as per

dimensions in the approved drawing and at locations directed by

the Engineer, all as specified).

43 Demolition of brick work and stone masonry including stacking 21.400 Cum 1030.81

serviceable material and disposal of unserviceable material with

all lead and lift. (1) R.C.C. work.

44 Removal of NP2 - 900mm dia. pipe including stacking 15.00 Rmt. 60.60

serviceable material on site of work as directed.

45 Providing, laying and spreading Granular sub base (Grade-I) by 40.00 Cum 767.60

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.

46 Supplying and fixing reinforced concrete heavy duty non- 15.00 Rmt. 4685.19

pressure 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 900mm internal diameter.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

47 Providing laying and rolling 25 mm thick open graded premixed 12.00 M.T. 2638.12

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

bitumen for mixing with aggregate at the rate of 3.36 % i.e.

kg/MT. of total mix including heating and mixing in drum mix

plant and spreadig 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, tool etc. completed in accordance with

the requirement of specification.

48 Providing and laying sealcoat with B.T. agreegate as specified 7.00 M.T. 3149.18

using agreegate at the rate of 0.18 Cu.mt / 10 Sq.M. and bitumen

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

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 including necessary firewood,

oil, lubricants, labour charges using contractor's own drum mix

plant machineries and equipment, tools etc. complete in

accordance with the requirement of specification.

49 Providing and laying evenly tack coat using rapid setting 225.00 Sq.m 21.21

emulsion (RS-1) material at the rate of 2.50 kg/10 sqm on road .

surface using emulsion pressure sprayer including the cost of all

labour materials, heating, machinery & equipment.

50 Providing and laying evenly priming coat using low viscocity 225.00 Sq.m 13.44

liquid bituminious emulsion SS1 of IS-8887 material at the rate of .

7.5 kg/10 sqm on WBM / Road surface using emulsion pressure

sprayer including the cost of all labour and materials & equipment

etc. complete.

TOTAL Rs.

i.e. Rs. Three Crore Twelve lacs Fourty Two thousand Five hundred Eighty Six and Fourteen 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.

5. Credit for dismantalled & reuse materials of amount of Rs. 1,66,903.15 must be recovered from 1st

R.A. bill of Contractor's.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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,

Valiya Bharuch Bharuch