ROAD WORK

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 2.16 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 1620.00 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 1276.00 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 4612.50 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 831.00 Cum 734.70

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 and laying compacted WBM of Grading-I MCBT metal 450.00 Cum 1029.19

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.

7 Providing & laying compacted WBM Grading-II using MCBT 1572.50 Cum 1079.95

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 5219.25 Cum 183.27

with 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 648.00 Cum 570.31

shoulder including carriage of material and spreading on

prepared base including compacting as per MOST specification

etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing and laying bituminous grout 37.5mm thick with asphalt 1154.00 M.T. 2303.04

of 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.

11 Providing and laying 37.5 mm compacted thick Bituminous 1256.00 M.T. 2831.20

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 in

accordance with the requirement of specification including

providing and laying uniformly tack coat (2.5 Kg/10 Sq.m.)

12 Providing & laying 20 mm thick mix seal surface using B.T. stone 707.00 M.T. 3405.67

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.

13 Providing and fixing ordinary kilometer stone of precast C.C. 6.00 No. 1095.16

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

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

14 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

15 Providing and fixing Guard stone as per I.R.C. type design 206.00 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

16 Hazard Marker Sign :- Providing and fixing sign boards made out 30.00 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

17 Village Name / Bump Ahead Sign :- Providing and fixing sign 15.00 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-

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

18 Direction (Junction) Sign :- Providing and fixing sign boards made 5.00 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

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

19 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

& Annexure 1700.1 (10.16).

20 Road marking with hot applied thermoplast compound with 1080.00 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.

21 Supply & fixing logo board of MMGSY diamond size (600mm x 2.00 No. 4129.89

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

22 Cautionary Warning Sign :- Providing and fixing sign boards 30.00 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

23 Informatory Warning Sign :- Providing and fixing sign boards 5.00 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 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.

24 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 240.00 Rmt. 3354.21

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)

25 Excavation for foundation up to 1.50 mt. depth including sorting 1286.00 Cum 159.04

out and stacking of useful material and disposing off the

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

26 Excavation for foundation for depth from 1.50 mt to 3.00 mt. 223.00 Cum 486.77

including sorting out and stacking of usefull material and

disposing of the excavated stuff up to 50 Mt. lead (B) Dense &

Hard soil.

27 Excavation for foundation for depth from 3.00 mt to 5.00 mt. 18.00 Cum 571.09

including sorting out and stacking of usefull material and

disposing of the excavated stuff up to 50 Mt. lead (B) Dense &

Hard soil.

28 Providing and laying in foundation with ordinary cement concrete 915.00 Cum 3105.12

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

29 Providing and casting in situ ordinary cement concrete M-150 mix 1175.00 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.

30 Supplying and fixing reinforced concrete heavy duty non-pressure 120.00 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.

31 Providing and fixing I.S.I. mark T.M.T. Bar Fe-550D 19532.00 Kg. 76.22

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

placing in position complete upto floor two level.

32 White washing with lime on wall surface (two coats) to give an 423.00 Sq.m. 12.09

even shade including thoroughly booming the surface to remove

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

33 Providing and casting in situ ordinary cement concrete M-250 mix 1080.00 Cum 4318.76

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

and filling in joints with bitumen complete.

34 Filling available excavated earth (excluding rock) in trenches, 270.00 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.

35 Providing and laying weep hole in abutment and returns by using 419.00 No. 82.57

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

the completed as per detailed specification.

36 Providing and laying in foundation with ordinary cement concrete 481.00 Cum 4374.57

M-200 & providing necessary vertical pin headers in including

shuttering, scaffolding, laying, vibrating, curing and finishing

complete without V-groove (height 0 to 5 mt.)

37 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 8.00 No. 339.88

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

detailed drawing including cutting, bending and welding complete.

38 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 8.00 No. 396.28

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

detailed drawing including cutting, bending and welding complete.

39 Providing and casting in situ controlled cement concrete M-250 22.00 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

40 Providing and casting in situ controlled cement concrete M-250 86.00 Cum 5106.66

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

finishing complete.

41 Providing and casting in situ controlled cement concrete M-400 14.00 Cum 5373.31

for average 100mm thick wearing coat laid as directed including

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

bitumen complete.

42 Providing and casting in situ controlled cement concrete M-250 20.25 Cum 5106.66

for R.C.C. approach slab including centering, scaffolding, curing

and finishing complete.

43 Providing and laying in position I.S.I. mark Fe-500D bar for mass 1.224 M.T. 73217.53

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

hooking and tying complete as per detailed drawing.

44 Providing and placing in position I.S.I. mark Fe-500D bar 11.190 M.T. 72601.87

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing for Slabs, Cap & dirt wall.

45 Providing 12mm thick asphalt filler joint as per drawing. 15.12 Sq.m. 702.13

46 Providing and laying filter media 600 mm thick as directed at 168.00 Sq.m. 1180.34

back of abutment, returns and wing walls as per detailed

specifications.

47 Providing and filling sand behind abutment and behind return in 315.39 Cum 445.41

layers as directed.

48 Providing and laying rubble for apron (each stone weighting not 30.48 Cum 1041.05

less than 40 kg) including packing and filling in the interstices with

quarry spalls.

49 Provision of an Reinforced cement concrete crash barrier at the 50.00 Rmt. 9616.21

edges of the deck, approaches to bridge structures, constructed

with M-40 grade concrete with TMT Fe-550D reinforcement

conforming to IRC:21 and dowel bars 25 mm dia., 450 mm long

at expansion joints filled with pre-moulded asphalt filler board as

per the drawing having bottom size of 450mm, top 225mm and

Ht. 1100mm all locations as directed by the Engineer.

50 Demolition including stacking serviceable material and disposal 1.932 Cum 1030.20

of unserviceable material with all lead and lift. (1) R.C.C. work.

51 Demolition of brick work and stone masonry including stacking 36.00 Cum 536.09

serviceable material and disposal of unserviceable material with

all lead and lift. (2) Rubble masonary.

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

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.

53 Providing laying and rolling 25 mm thick open graded premixed 6.00 M.T. 2608.83

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

54 Providing and laying sealcoat with B.T. agreegate as specified 4.00 M.T. 3120.90

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.

55 Providing and laying evenly tack coat using rapid setting emulsion 113.00 Sq.m. 21.21

(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.

56 Providing and laying evenly priming coat using low viscocity liquid 113.00 Sq.m. 13.44

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

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 Fourty Three lacs Sixteen thousand Two hundred Sixty Six and One 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. 1,08,846.34 must be recovered from 1st

R.A. bill of Contractor's.

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