Road work

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 4.92 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 1980.00 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 2552.00 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 10800.00 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 1020.00 Cum 731.24

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 5400.00 Cum 1008.99

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 6410.00 Cum 1077.67

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 5677.75 Cum 183.04

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 1296.00 Cum 579.74

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 2700.00 M.T. 2313.91

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 3470.00 M.T. 2841.13

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 1934.00 M.T. 3413.80

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. 12.00 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,

14 Providing and fixing Hectometer stone as per I.R.C. type design 48.00 No. 356.50

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

15 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 2.00 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.)

16 Providing and fixing Guard stone as per I.R.C. type design 400.00 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

17 Hazard Marker Sign :- Providing and fixing sign board made out 56.00 No. 2423.74

of 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 35 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).

18 Village name / Bump Ahead sign : Providing and fixing sign 27.00 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).

19 Direction sign (Junction board) :- Providing and fixing sign boards 9.00 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

50 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)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

20 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).

21 Road marking with hot applied thermoplast compound with 2160.00 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.

22 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.

23 Cautionary Warning Sign :- Providing and fixing sign board made 56.00 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

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).

24 Informatory Warning Sign :- Providing & fixing sign boards made 28.00 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

25 Chevron sign :- Providing and fixing sign boards made out of 50.00 No. 3711.75

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

panel) size 60 x 50 cm 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; 3.3 mtr long 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 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 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 Providing and laying in foundation with ordinary cement concrete 1380.00 Cum 3105.12

M-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-250 mix 1320.00 Cum 4318.76

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

and filling in joints with bitumen complete.

28 Providing and fixing I.S.I. mark T.M.T. Bar Fe-550D 25450.00 Kg. 76.22

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

placing in position complete upto floor two level.

29 Excavation for foundation up to 1.50 mt. depth including sorting 2164.00 Cum 179.21

out and stacking of useful material and disposing off the

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

30 Excavation for foundation in sand, gravel, clay soft soils and 262.00 Cum 511.12

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.

31 Providing and casting in situ ordinary cement concrete M-150 mix 1460.00 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.

32 Supplying and fixing reinforced concrete heavy duty non-pressure 247.50 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.

33 White washing with lime on wall surface (two coats) to give an 945.00 Sq.m. 12.09

even shade including thoroughly booming the surface to remove

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

34 Filling available excavated earth (excluding rock) in trenches, 981.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

35 Providing and laying weep hole in abutment and returns by using 600.00 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 casting in situ ordinary cement concrete M-150 for 62.00 Cum 3917.79

R.C.C. raft and cut-off walls including necessary shuttering,

laying, vibrating, ramming and curing complete.

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

for R.C.C. raft and cut-off walls including necessary shuttering,

laying, vibrating, ramming and curing complete.

38 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.

39 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.

40 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.

41 Providing and laying in position I.S.I. mark Fe-500D bar for mass 1.954 M.T. 73858.70

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

hooking and tying complete as per detailed drawing.

42 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.

43 Providing P.V.C. 100mm diameter water spout including 4.00 No. 159.37

necessary grating as per drawing 0.50 per length.

44 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.

45 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 complete.

46 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 complete.

47 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

48 Demolition of brick work and stone masonry including stacking 21.400 Cum 1670.31

serviceable material and disposal of unserviceable material with

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

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

serviceable material on site of work as directed.

50 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.

51 Providing laying and rolling 25 mm thick open graded premixed 10.00 M.T. 2619.94

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.

52 Providing and laying sealcoat with B.T. agreegate as specified 6.00 M.T. 3132.01

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.

53 Providing and laying evenly tack coat using rapid setting emulsion 188.00 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.

54 Providing and laying evenly priming coat using low viscocity liquid 188.00 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. Six Crore Sixty Eight lacs Ninety Two thousand Four hundred Ninety Nine and Twenty Nine paisa

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 ____________________

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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. 1,42,012.81 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