Road work

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 1.66 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 1155.00 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 1961.00 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 25080.00 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 698.00 Cum 1316.03

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 layer of WBM of Grading-I MCBT 1485.00 Cum 1633.17

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 metal 2885.00 Cum 1821.03

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

8 Earthwork for embankment including breaking clods, dressing with 7872.50 Cum 182.74

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

consolidation from borrow area within all lead and lift.

9 Providing and laying quarry spaull of approved quality including 1660.00 Cum 984.75

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 3277.00 M.T. 2175.54

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

11 Providing & laying 37.5 mm thick B.M. using B.T. chips as per 3604.00 M.T. 2828.00

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

the rate of 3.40% 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.

12 Providing and laying 20 mm thick mix seal surfacing using stone 2010.00 M.T. 3521.87

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 emulsion 41800.00 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.

14 Providing and laying evenly tack coat using rapid setting emulsion 42550.00 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.

15 Providing and fixing ordinary kilometer stone of approved hard 9.00 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.)

16 Providing and fixing Hectometer stone as per I.R.C. type design 36.00 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 267.00 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 26.00 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 cont

(B) Class-B Type-4 Retro Reflective sheeting

19 Village Name / Bump Ahead Sign :- Providing and fixing sign 22.00 No. 6397.43

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 6.00 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

21 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

22 Road marking with hot applied thermoplast compound with 3942.00 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.

23 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 300.00 Rmt. 3235.03

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 5 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)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Cautionary Warning Sign :- Providing and fixing sign boards made 40.00 No. 3906.19

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

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 15.00 No. 3990.64

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 1015.00 Cum 170.94

out and stacking of useful material and disposing off the excavated

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

27 Excavation for foundation for depth from 1.50 mt to 3.00 mt. 494.00 Cum 486.77

including sorting out and stacking of useful material and disposing

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

28 Excavation for foundation for depth from 3.00 mt to 5.00 mt. 36.00 Cum 571.08

including sorting out and stacking of useful material and disposing

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

29 Providing and laying in foundation with ordinary cement concrete 629.00 Cum 3105.11

M-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

30 Providing and casting in situ ordinary cement concrete M-150 mix 503.00 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.

31 Supplying and fixing reinforced concrete heavy duty non-pressure 45.00 Rmt. 6596.10

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.

32 Providing and fixing I.S.I. mark T.M.T. Bar Fe-500D reinforcement 14150.00 Kg. 76.21

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

complete upto floor two level.

33 Providing and casting in situ controlled cement concrete M-250 770.00 Cum 5293.41

mix 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, 129.00 Cum 130.39

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 in foundation with ordinary cement concrete 1182.00 Cum 4048.14

M-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.

36 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.

37 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 16.00 No. 396.27

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

detailed drawing including cutting, bending and welding complete.

38 Providing and casting in situ controlled cement concrete M-250 for 44.00 Cum 4576.02

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 for 172.00 Cum 5106.65

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

finishing complete.

40 Providing and casting in situ controlled cement concrete M-250 for 22.00 Cum 4152.47

average 75mm thick wearing coat laid as directed including

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

41 Providing and casting in situ controlled cement concrete M-250 for 31.50 Cum 4554.09

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

finishing complete.

42 Providing and laying in position I.S.I. mark Fe-500D bar for mass 2.862 M.T. 73217.53

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

hooking and tying as required complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

43 Providing and placing in position I.S.I. mark Fe-500D bar 21.450 M.T. 72601.86

reinforcement including cutting, bending, hooking and tying as

required complete for Slabs cap, dirt wall.

44 Providing 12mm thick asphalt filler joint as per drawing. 30.24 Sq.m. 702.12

45 Providing and laying weep hole in abutment and returns by using 488.00 No. 82.57

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

the completed as per detailed specification.

46 Providing and laying filter media 600 mm thick as directed at back 392.00 Sq.m. 1180.34

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

47 Providing and filling sand behind abutment & between returns in 686.00 Cum 445.41

layers as directed etc. complete.

48 Providing and laying rubble for apron (each stone weighting not 60.96 Cum 1041.05

less than 40 Kg.) including and packing and filing in the interstices

with quarry spalls.

49 Demolition of brick work and stone masonry including stacking 3.78 Cum 1030.20

serviceable material and disposal of unserviceable material with all

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

50 Demolition of brick work and stone masonry including stacking 72.00 Cum 536.09

serviceable material and disposal of unserviceable material with all

lead and lift. (2) Cement mortar.

51 Supplying and fixing reinforced concrete heavy duty non-pressure 63.00 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.

52 Providing, laying and rolling 25 mm thick open graded premixed 40.00 M.T. 2806.79

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.

53 Providing and laying seal coat with B.T. aggregate as specified 22.00 M.T. 3284.52

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.

54 Providing and laying evenly priming coat using low viscosity liquid 750.00 Sq.m. 59.79

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. Six Crore Ten lacs Eight Four thousand Seven hundred Fifty Seven and Seventy Four 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. For Routine Maintenance, the unit rate indicated by the Authority shall apply. The Bidder is required to

accept these rates. Further, the payment shall be performance based as per BOQ-Part-B.

6. Credit for dismantalled materials of amount of Rs. 6,00,836.96 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,

Jambusar Bharuch Bharuch

SECTION -

Conditions of Contract

Part-II - Special Conditions of Conract

These conditions vary and add to the Conditions of Contract set Out in Part I General Conditions of Contract

1 All duties, GST, Labour cess, Taxes, royalties and other levis payable by the Contractor under the Contract or for

any other clause, shall be included in the rates, prices and total bid price submitted by the bidder. Any

Modification or addition or altration in any taxes during the period upto completion of DLP of 5 Years after

completion of work shall be borne by the contractor only.

2 No Star rate and/ or Price Escalation and/ Or Price adjustment shall be paid extra.

3 Defect liability period shall be 5 years after completion of work.

4 Payment of Retro reflective road furniture shall be given only after submission of satisfactory test results submits

by contracto. No extra payment shall be made for testing.

5 Responsibility of Maintenance for all Road furniture is of contractor.

6 Contractor is liable to maitain all road furniture including Board, Thermoplast Patta, Rumble Strip, elineators, Cat

eyes, 5th KM stone, KM stone, Boundary stone, Guard stone, Hectometer, Crash Barrier etc.

7 Testing Charges other than field lab testing shall be borne by the contractor.

8 No payment shall be made/ recoveries will be done and actions would be initiated against contractor for works

classified as "Works having Non rectifiable Defects" after NQM inspection as per NRRDA circular letter No.D.O.

No.P-17022/2/2006-P-III September 8, 2009 (letter Attached)

9 EMD to be furnished at rate of 2% of work price and no EMD exemption is allowed.

10 No imported bitumen or emulsion is permissible.

11 Maintenance of roads shall be carried out as per rates mentioned in the following table.

Sr. Maintenance Cost per Km. (Rs.)

Descrption of Item Unit Quantity Amount

No. In Figures In Words

1 First Year Km. 8.60 46168.71 Rs. Forty Six Thousand, One Hundred Sixty

Eight and Seventy One Paise Only

2 Second Year Km. 8.60 69253.07 Rs. Sixty Nine Thousand, Two Hundred Fifty

Three and Seven Paise Only

3 Third Year Km. 8.60 92337.42 Rs. Ninety Two Thousand, Three Hundred

Thirty Seven and Forty Two Paise Only

4 Fourth Year Km. 8.60 115421.78 Rs. One Lacs, Fifteen Thousand, Four

Hundred Twenty One and Seventy Paise Only

5 Fifth Year Km. 8.60 138506.14 Rs. One Lacs, Thirty Eight Thousand, Five

Hundred Six and Ten Paise Only

Total Rs.

i.e. Rs. Thirty Nine lacs Seventy thousand Five hundred Nine and Twenty Six paisa only.

** The per Km amount for each year should be pre spefified by Authority and figure inserted here before inviting bid.

Note:- For Routine maintenance, the unit rate indicated by he authority shall be apply. The bidder is required to accept these

rates further the payment shall be performance based.

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub-Division Panchayat (R & B) Division,

Jambusar Bharuch