Road work

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 1.00 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 825.00 Cum 104.20

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 1181.00 Cum 127.74

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 10050.00 Sq.m. 39.62

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 443.00 Cum 1119.08

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 110 KN

static weight to achieve desired density etc. completed.

6 Providing & laying compacted WBM Grading-II using MCBT metal 2120.00 Cum 1580.65

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

7 Earthwork for embankment including breaking clods, dressing with 4662.00 Cum 183.29

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

consolidation from borrow pits within land width.

8 Providing and laying quarry spaull of approved quality including 1000.00 Cum 834.26

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

9 Providing and laying bituminous grout 37.5mm thick compacted 1257.00 M.T. 2091.71

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

10 Providing & laying 37.5 mm thick B.M. using B.T. chips as per 1382.00 M.T. 2713.87

required gradation and using asphalt as binder of VG-30 grade at

the rate of 3.50% by weight of mix including tack coat @

Kg/10 sq.m. of bitumen, heating and mixing the bitumen and

aggregate by drum mix plant and laying by paver finisher including

consolidation with vibratory roller as per MORTH specification and

providing and operating plant and machinery and equipment

including cost of fuel, oil, lubricants, labour charges, flushing of

stone dust / sand @0.03 cum/10 Sq.m. including cost of asphalt

and aggregate etc. complete.

11 Providing and laying 20 mm thick mix seal surfacing using stone 771.00 M.T. 3412.79

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.

12 Providing and laying evenly tack coat using rapid setting emulsion 5500.00 Sq.m. 20.40

(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. complete.

13 Providing and laying evenly tack coat using rapid setting emulsion 5688.00 Sq.m. 12.93

(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. complete.

14 Providing and fixing ordinary kilometer stone of approved hard 5.00 No. 704.33

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

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

15 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

16 Providing and fixing Guard stone as per I.R.C. type design 103.00 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 boards made out 10.00 No. 2423.74

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

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

18 Village Name Sign :- Providing and fixing sign boards made out of 13.00 No. 6397.43

2mm aluminium sheet / 4mm ACP (Aluminum composite panel)

size 90x60 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

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 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

19 Direction (Junction) Sign :- Providing and fixing sign boards made 5.00 No. 21287.47

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

20 Citizen's Information Board : Providing and fixing of typical 2.00 No. 23218.89

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

21 Road marking with hot applied thermoplast compound with 1667.00 Sq.m. 367.72

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 Excavation for foundation up to 1.50 mt. depth including sorting out 439.00 Cum 167.26

and stacking of useful material and disposing off the excavated

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

23 Excavation for foundation in sand, gravel, clay soft soils and 136.00 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.

24 Providing and laying in foundation with ordinary cement concrete M- 329.00 Cum 3105.13

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

25 Providing and casting in situ ordinary cement concrete M-150 mix 162.00 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.

26 Supplying and fixing reinforced concrete heavy duty non-pressure 45.00 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.

27 Providing and fixing I.S.I. mark T.M.T. Bar Fe-500D reinforcement 9040.00 Kg. 76.21

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

complete upto floor two level.

28 Providing and casting in situ controlled cement concrete M-250 mix 550.00 Cum 5293.41

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

and filling in joints with bitumen complete.

29 Supplying, fixing and joining reinforced concrete heavy duty non- 50.00 Rmt. 1028.03

pressure 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 and laying (to level or slopes) of I.S. class NP4 of 300mm

internal diameter.

30 Providing and casting in situ ordinary cement concrete M-150 for 43.00 Cum 3478.09

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

vibrating, ramming and curing complete.

31 Providing and laying in foundation with ordinary cement concrete M- 402.00 Cum 4048.15

200 & providing necessary vertical pin headers including

shuttering, scaffolding, laying, vibrating, curing and finishing

complete without V-Grooves for height 0.0 to 5.0 mt.

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

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.

33 Providing and casting in situ controlled cement concrete M-250 for 70.00 Cum 5106.66

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

finishing complete.

34 Providing and casting in situ controlled cement concrete M-250 for 8.00 Cum 5056.43

average 75mm thick wearing coat laid as directed including

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

35 Providing and laying in position I.S.I. mark Fe-500D bar including 1.012 M.T. 73217.53

cutting, bending, hooking and tying complete as per detailed

36 Providing and placing in position I.S.I. mark Fe-500D bar 8.013 M.T. 72601.87

reinforcement including cutting, bending, hooking and tying

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

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

grating as per drawing 0.50 per length.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

38 Providing and laying weep hole in abutment and returns by using 115.00 No. 82.57

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

the completed as per detailed specification.

39 Providing and laying filter media 600 mm thick as directed at back 125.00 Sq.m. 1180.34

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

40 Filling available excavated earth (excluding rock) in trenches, 420.00 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.

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

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

detailed drawing including cutting, bending and welding complete.

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

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

detailed drawing including cutting, bending and welding complete.

43 Demolition of brick work and stone masonry including stacking 10.70 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 serviceable 7.50 Rmt. 60.60

material on site of work as directed.

45 Providing, laying and rolling 25 mm thick open graded premixed 10.00 M.T. 2689.63

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 vibratory 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.

46 Providing and laying seal coat with B.T. aggregate as specified 6.00 M.T. 3169.38

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

vibratory 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.

47 Providing and laying evenly priming coat using low viscosity liquid 188.00 Sq.m. 59.89

bituminous emulsion SS1 of IS-8887 materials at the rate of

Kg./10 Sq.m. on WBM / Road surface using emulsion pressure

sprayer including the cost of all labour and materials & equipment

etc. complete as directed.

TOTAL Rs.

i.e. Rs. Two Crore Fifty One lacs Fourty Three thousand Four hundred Sixteen and Ninety Seven paisa only.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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 materials of amount of Rs. 1,88,337.12 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,

Ankleshwar Bharuch Bharuch