Bill of Quantities - hmda.gov.in of Quantities Volume 2 (1... · Bill of Quantities 1.00 Preamble...

Bill of Quantities 1.00 Preamble 1. 01. The Bill of quantities shall be read in conjunction with the Instructions to Bidders,

Conditions of Contract, Scope of Work and Specifications.

1. 02. The quantities given in the Bill of quantities are estimated quantities only. The basis of payment will be actual quantities of work indented and carried out and valued at the

rates and prices tendered in the priced Bills of quantities, where applicable and otherwise at such rates and prices as the Engineer may fix within the terms of Contract.

1. 03. The rates and prices tendered in the priced Bill of Quantities shall include all equipment,

plant, tools, spares, labour, supervision, overheads, consumables, materials, erection, maintenance, testing of input material delivered, profit, taxes and duties etc., together with all general risks, liabilities and obligations set out and implied in the Contract and

other incidentals to comply with the requirements of technical specifications and scope of work.

1. 04. The rates and prices shall be quoted entirely in Indian Currency.

1. 05. The tenderers will have to state clearly their willingness to execute the work at certain specific percentage of excess or less or at par of the ECV indicated at the space provided. The tenderer should quote his offer as a overall tender percentage.

The Schedule –A (or BOQ) contains not only the quantities but also the rates

worked out by the Department and the amount for each item and total value of the estimated contract. The tenderer should workout his own rates keeping in view of the work, site conditions and quote his overall tender percentage with which he intends to execute the work.

The bid offer shall be for the whole work and not for individual items / part of the work. All

duties, taxes (except service tax), royalties and other levies payable by the Contractor under the Contract, or for any other cause, shall be included in the rates, prices, and total Bid price submitted by the Bidder. The service tax shall be reimbursed (if applicable) subject to production of proof of such payment by the contractor specific to the subject work. The rates and prices quoted by the Bidder

shall be fixed for the duration of the Contract and shall not be subject to adjustment.

1. 06. Tenders with an excess of above 5% of the estimated contract value shall summarily be

rejected. 1. 07. For tenders up to 25% less than the estimated contract value of work, no additional

security deposit is required. But for tenders more than 25% less of the estimated Contract Value of work, the difference between the tendered amount and 75% of the estimated contract value, shall be paid by the successful tenderer at the time of

concluding agreement as an additional security to fulfill the contract through a Bank

Guarantee or Demand Draft on a Nationalised Bank / Scheduled bank/Any other Bank as specified in cl.16 in the standard format as shown in the in the prescribed format of Vol-I valid till completion of the work in all respects

1. 08. The contractor shall keep the entire carriageway neat and clean throughout the contract period. The contractor shall maintain guard rails, railings, crash barriers, road furniture

etc. in good condition by cleaning them frequently as advised / required by using suitable detergents/chemicals.

• The staff of the contractor shall wear safety jackets, shoes, helmets etc. while on duty and any violation will attract a fine of Rs. 5,000/- for each incident.

• Failure to erect safety signage or trying to carry out the works without proper precautions/safety measures as required will attract a fine of Rs. 5,000/- for each incident.

• The Contractor has to submit documentary evidence in support of an incident. Accordingly, the required number of photographs has to be taken with time and dates and to be submitted as per BOQ item. The set represents for each incident and number of photos in each set shall be as per requirement and can not be defined

1. 09. The Tendered rate for incident Management shall include all equipment, labour, material, consumable, tools, spares and other incidentals to comply with the

Requirement of the scope of the work and technical specifications. 1. 10. General directions and descriptions of work and materials are not necessarily repeated

or summarized in the Bill of Quantities. Reference to the relevant sections of the bidding document shall go through before bidding.

1. 11. All the items indicated in the BOQ may not be necessitated for execution. The maintenance works as necessitated only have to be taken up.

1. 12. Salvage Material viz damaged crash barriers, fencing, sign boards, debris,etc. shall be the property of the O&M Contractor and he has to dispose off the same from the site at his cost and keep the site clean from debries / scrap etc. No site will be shown to the

contractor for disposal/dumping of the Salvage Material. 1. 13. For fulfillment of the clauses under Scope of work, no amount will be paid and it is

deemed that the rates quoted for the items in the BOQ are covered for the purpose.

********

OPERATIONS & MAINTENANCE of the following section Nehru Outer Ring

Road :

1. From Gachbowli To Shamshbad km 158.16 to 133.78 Length : 24.38km

2. From Patancheru to Shamirpet km 23.70 to 61.70 Length : 38.00km

3. From Shamirpet to Pedda Amberpet km 61.70 to 95.00 Length : 33.30 km

Estimate

Quantity

(only Figures)

Item Detailed

Specification Description

Work Type

eg. Earth

Work,

Electrical

works.. etc

( upto 200

Characters)

Item Short

Description

( upto 100

Characters)

APSS /

Morth

Cl.

Number

( upto

200

Characte

rs)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto

50

Char

acters

)

Amount (INR)

( Upto 2 Decimals )

2,000.00

Providing, running and maintaining

6Nos route patrol vehicles

(TATA XENON ) or equivalent of

capacity of more than 2000 CC with

VTS equipment, seating capacity of 5

members in the cabin & carriage space

back side with staff in all three shifts

as per scope of work, including fuel,

driver and staff wages etc complete

and as per clause 6.8.1 (B)

Performance Standard and scope of

work for all the stretches.

Patrol

vehicle

Providing,

running and

maintaining of

Patrol of Capacity

of more than 2000

cc

Special

Conditio

n 9967.7

per

each

vehi

cle

per

day

for

24hr

s

19,935,400.00

2,000.00

Providing, running and maintaining

of 5 Nos Ambulances of Capacity of

more than 2000 cc with VTS

equipment, similar to 108 vehicle with

staff in all three shifts as per scope of

work, including fuel, driver & staff

wages etc. complete and as per clause

6.8.1 (B) Performance Standard of

Ambulance

Providing,

running and

maintaining of

Ambulance of

Capacity of more

than 2000 cc

Special

Conditio

n 5783.35

per

each

vehi

cle

per

day

for

24hr

11,566,700.00

scope of work for all stretches. s

40.00

Providing and maintaining of 3 Nos

towing vehicles with 15 tonne or of

more capacity pick and carry crane for

removing all types of broken down

vehicles etc., which have met with

accidents from main carriage way and

towing the same to proper location

i.e., to nearest police station or some

suitable locations as pr Cl.4.4 of scope

of work and CL.4.8 of performance

standard.

Tow vehicle

Providing,

running and

maintaining and

Removing all

types of broken

down/vehicles

Special

Conditio

n 214647.00

per

each

vehi

cle

per

MO

NTH

8,585,880.00

200.00

Removing the dead animals like dogs,

cats etc., lying on the Highway and

burying them at proper safe locations

outside ROW complete in all respect

with all lead and lifts as per Clause 6.4

and 6.8.1 (b) 'Performance Standard'

of scope of work and as per direction

of the Engineer.

Removing

the dead

animals

lying on the

Highway

Removing the

dead animals

lying on the

Highway

Special

Conditio

n 1500.00

Per

Incid

ent

300,000.00

Providing, Running and maintaining

and Carrying out proper cleaning of

Service Roads on both sides,

Interchange areas etc. with 2 Nos of

Mechanical Brooming Machines with

main brush of size 570mm dia &

900mm length and with VTS

equipment including its Hire Charges

,fuels, Driver, Helpers salaries, cost of

consumables, maintenance of the

Brooming Machine and taking all

precautionary measures on Service

Mechanical

Brooming

Machine

Providing,

Running and

maintaining and

Carrying out

proper cleaning of

Service Roads on

both sides,

Interchange areas

etc. with 2 Nos of

Mechanical

Brooming

Machines

Special

Conditio

n -

Per 1

km

of

linea

r

lengt

h of

Servi

ce

Road

s

-

Roads during progress of work etc.

complete for finished item of work

and as per direction of Engineer in

Charge

600.00 Left Service Road - - - 4268.00 2,560,800.00

600.00 Right Service Road - - - 4268.00 2,560,800.00

1,200.00

Providing, Running and maintaining

and Carrying out proper cleaning of

eight lanes of main Carriageway of

both sides including ramps, toll

plazas,.,etc. with 2 Nos Suction

Brooming Machines of payload

capacity of 6 tonnes and with VTS

equipment including its Hire Charges

,fuels, Driver, Helpers salaries, cost of

consumables, maintenance of the

Brooming Machine Cleaning of

expansion joints on MCW etc. and

taking all precautionary measures on

MCW during progress of work etc.


and as per direction of Engineer in

Charge

Suction

Broommer

Providing,

Running and

maintaining and

Carrying out

proper cleaning of

eight lanes of

main Carriageway

of both sides

including ramps,

toll plazas,.,etc.

With Suction

Brooming

Machines

Special

Conditio

n

11,314.30

Per 1

km

of

linea

r

lengt

h of

MC

W

13,577,160.00

5,000.00

Removing damaged Crash barrier (W

Beams) and supply & Fixing of new

Galvanized Metallic W-Shaped Beam

Crash Barrier removal and replacing

of W - beam Crash barriers,. Vertical;

[posts of size 150mm x 75mm 5mm

with 1.5mts long. Spacer channel of

size 150mm x 75mm x 5mm with

330mm long etc. including

transportation of all materials, loading,

unloading, excavation of pits erection

of post embedding in the concrete

M20 of size 350 x 350 x 950 mm and

erection of W beam alignment

including removed or damaged metal

beam crash barrier (w-Beam)

horizontal & vertical material

complete for finished item of work as

per MOST clause 810 & as per the

direction of the Engineer including

transportation , labour charges, MS

galvanised button bolt nut and washer

etc. complete for finished item of

work.

"W"-Shape

beam crash

barrieer

Removing

damaged Crash

barrier (W Shaped

Beams) and

supply & Fixing

of new W Beams

Crash

Special

Conditio

n 3085.90 Rm

15,429,500.00

5,000.00

Removing damaged corrugated sheet

and supplying and fixing of new

corrugated sheet of size 0.3mm thick,

W- Beam section Railing 4.50m

Galvanized metallic W- shape beam

crash barrier as per MOST clause 810

including Nuts and Bolts having a

minimum yield strength of

2400kg/sqcm etc. including

Removing,

supply and

fixing

Damaged

Corrugated

sheet

0.3mm

thick,of W-

Beam

Removing, supply

and fixing

Damaged

Corrugated sheet

0.3mm thick,of

W-Beam

Special

Conditio

n

895.20 Rm

4,476,000.00

transportation, labour charges.

completed for finished item of work

for partial replacement.

2,500.00

Removing damaged channel posts and

supplying and fixing of new

galvanized vertical channel post of

size 150 x 75x 5mm, 1.50m long as

per existing post at site to match with

the existing posts, hot dip galvanised

of zinc coating @ 550gm/Sqm. As per

most clause 810. including

transportation, labour charges.

including making holes etc., complete

for finished item of work including

excavation in earth of size 350x 350x

1200mm embedded in PCC M-20

Grade.

Damaged

Channel

post

Providing and

fixing of

Damaged Channel

post

Special

Conditio

n 1433.00 Rm

3,582,500.00

2,500.00

Removing damaged spacer and

supplying and fixing new spacer of

size 150 x 75x 5mm G.I. Channel

0.33mt long making suitable holes etc

for fixing crash barrier etc., as per

MOST clause 8.10 including

transportation, labour charges

complete for finished item of work.

Damaged

Spacer

Providing and

fixing of

Damaged Spacer

Special

Conditio

n 855.45 Rm

2,138,625.00

2,500.00

Supply & fixing of Fastener, Button

head bolts 16x 40mm long and 20x 40

Hex bolt with nut and washer, hot

dipped galvanised including tack

welding to the bolt including

transportation labour charges complete

for finished item of work

Damaged

Nuts and

Bolts

Providing and

fixing of

Damaged Nuts

and Bolts

Special

Conditio

n 345.80 Rm

864,500.00

5,000.00

Removing damaged chain link fencing

and supplying and fixing new chain

link fencing of height of 1.80m with a

size of openings at 50mmx 50mm x

and 4.0mm thickness welded at site

wherever necessary to suit as per the

site condition including Gate & L-

angles & Concrete base etc. painting

compete as per MOST clause 807

including removal of damaged chain

link fencing including transportation

labour charges etc wherever necessary


and to suit to the existing chain link.

Chain Link

Fencing

Providing and

Fixing Damaged

Chain Link

Fencing

Special

Conditio

n 3383.30 Rm

16,916,500.00

150.00

Supply of colour photographs on A-4

size paper (70GSM thickness) in three

copies per incident and e-mailing the

same to the CGM(T), complete as per

the direction of the Engineer

Supply of

color

photographs

on A-4 size

paper

Supply of color

photographs on

A-4 size paper

Special

Conditio

n 621.00

Per

Set

Per

incid

ent

93,150.00

100.00

Supply of Video Cassette (CD) in

three copies including video graphing

of important activities of the work as

directed by the Engineer-in-Charge

during the currency of the Contract

and editing them and converting them

in CD complete as per Technical

specification clause 126

Video

Cassette

(CD) in

three copies

Supply of Video

Cassette (CD) in

three copies

including

videographing

Special

Conditio

n 2000.00

Per

Set

200,000.00

Providing and supply of Following

manpower for misc. work as and when

required basis where ever required

and only can be done with labour as

per instruction of the Engineer.

manpower

for misc.

work

Providing and

supply of

Following

manpower for

misc. work

- - - -

1,600.00 a) Supervisor Skilled

- -

Special

Conditio

n 658.00

Each

/ day

1,052,800.00

2,000.00 b) Helper

- -

Special

Conditio

n 595.00

Each

/ day

1,190,000.00

32,000.00

Vent Cleaning for Pipe/Slab/Box

Culvert/Drains/Saucer Drains/chutes

and others Structures and disposing at

a distance of at least 500mts away.

Vent

Cleaning

'Vent Cleaning for

Pipe/Slab/BoxCul

vert and others

Structures

Special

Conditio

n 283.90 cum

9,084,800.00

Providing Following equipments in

running condition on hire basis

including running and maintenance

charges as per instructions of the

Engineer including P.O.L. complete as

per specification.(Rate for net working

hours / day at site which ever

applicable) As per Latest SSR

Equipments

in hire

basis

Providing

Following

equipments in

running condition

on hire basis

- - - -

150.00 a) Tipper 12 cum capacity

- -

Special

Conditio

n 2008.80

per

hour 301,320.00

300.00 b) Tipper 6 cum capacity

- -

Special

Conditio

n 1004.40

per

hour 301,320.00

1,000.00 c) JCB

- -

Special

Conditio

n 1843.52

per

hour 1,843,520.00

3,000.00 d) Tractor with trolley

- -

Special

Conditio

n 568.23

per

hour 1,704,690.00

3,000.00 e) Telephonic Crane

- -

Special

Conditio

n 885.92

per

hour 2,657,760.00

Providing and Maintaining the

vehicles for the employer ,Engineer

and other supervisory staff including

providing Driver, POL etc., complete

as per Technical Specification.

Maintaining

the vehicles

for the

employer

,Engineer

Providing and

Maintaining the

vehicles for the

employer

,Engineer and

other supervisory

staff

- - - -

740.00

a) Air conditioned New vehicle,

capacity more than 2000cc (A/C) on

hire basis

- -

Special

Conditio

n 7200.00 day

5,328,000.00

1,110.00

b) Air conditioned New vehicle,

capacity more than 1400cc (A/C) on

hire basis

- -

Special

Conditio

n 4200.00 day

4,662,000.00

500.00

Repairs to the damaged Gantry

signages of 4mm ACP Sheet with 3M

make retro reflective sheet of type XI

EC Film and as per the directions of

the Engineer-in-Charge. (with all Lift

and Lead Charges)

-

Repairs to the

damaged Gantry

signages

Special

Conditio

n 10816.40 sqm 5,408,200.00

250.00

Replacement of Damaged Bull Nose

Aluminium Backed Flexible Prismatic

Retro Reflective Prismatic Retro

Reflective Sheeting confirming to "

3M diamond Grade Flexible prismatic

(FP) confirming to Co-efficient of

retro reflection and flexibility and day

time colour at Toll Plaza locations

Damaged

Bull Nosse

Replacement of

Damaged Bull

Nose Aluminium

Backed Flexible

Prismatic Retro

Reflective

Prismatic Retro

Special

Conditio

n 5845.00 sqm 1,461,250.00

7,500.00

Removal of Land slip

material/debris/unsuitable soil and

disposal at approved spoil sites upto

500 m(with all Lift and Lead Charges)

Land slip

Removal of Land

slip

material/debries/u

nsuitable soil

Special

Conditio

n 167.70 cum 1,257,750.00

3,000.00

Replacement of damaged cement

concrete chequered tiles with new 25

mm thick M-20 precast cement

concrete chequered tiles on the

already prepared / existing base

with 1 :3 cement sand mortar. The

joint of the tiles to be bonded &

finished with neat cement slurry

complete in all respects as per

direction & approval of Engineer.

The job includes removal of

damaged tile and the mortar on the

existing base, cleaning the surface,

curing it, applying neat slurry etc.

complete in all respects for Service

Road.

Cement

concrete

chequred

tiles

Replacement of

damaged cement

concrete chequred

tiles

Special

Conditio

n 832.65 sqm 2,497,950.00

8,000.00

Excavation for roadway in soil using

manual means including loading in

truck for carrying of cut earth to

embankment site with all lifts and lead

upto1000 metres.

Excavation

Excavation for

roadway in soil

using manual

means

301 249.85 cum 1,998,800.00

5,000.00

Forming of Embankment with side

earth approved material by mechanical

means upto SDR including

prewatering of soil ,removal of top

soil, excavation of soils, depositing the

soils on the embankment, spreading

soil, breaking clods, sectioning,

grading and compaction with 8-10

Tonnes vibratory roller at OMC to

meet requirement of table 300-2 of

MoRTH, including all hire and

operational charges of T&P and

Embankme

nt Embankment 305 179.75 cum 898,750.00

seigniorage charges, complete for

finished item of work as per MoRTH

specification 305(4th revision).

1,000.00

Construction of Granular sub-base by

providing HBG material confirming

to Grading - III of MoRT&H Table

400-2 including cost, seigniorage

charges and conveyance of all

materials to work site and spreading in

uniform layers with motor grader or

by approved means, on prepared

surface mixing by mix in place

method with Motivator / approved

means at OMC and compacting with

vibratory roller to achieve the desired

density etc., complete for finished

item of work as per MoRT&H

Specification 401 (4th revision) and

as directed by the Engineer-in-charge.

( Payment will be made based on

levels for finished item of work ).(with

all Lift and Lead Charges)

Granular

sub-base Granular sub-base 401 1530.00 cum 1,530,000.00

1,000.00

Providing, Laying, Spreading and

compacting graded HBG crushed

stone aggregate to Wet Mix Macadam

specification including cost,seignorage

of all materials and including

premixing the material with water at

OMC in Mechanical mix plant

carriage of mixed material by tipper to

site , laying in uniform layers with

paver in base courses on well

prepared surface and compacting with

Wet Mix

Macadam Wet Mix Macadam 406 1899.80 cum 1,899,800.00

Vibratory roller to achieve the desired

density etc., as directed by the

Engineer-in-Charge and as per

MoRT&H specification.406 (4th

revision) for finished item of

work.(with all Lift and Lead Charges)

1,000.00

Providing and laying Surface Dressing

in single coat using 6 mm nominal

size IRC HBG machine crushed stone

aggregates @ 0.004 cum / sqm on a

layer of bitumen binder of 60/70

grade @ 0.75 kg / sqm including cost,

seigniorage and conveyance of all

materials to work site and laid on

prepared surface and rolling with 8-10

T Power Road Roller etc., complete

for finished item of work as per

MoRT&H Specification 510 (4th

Revision) and as directed by the

Engineer-in-charge.

Surface

Dressing Surface Dressing

Spl. Cl.

509 40.15 sqm

40,150.00

1,000.00

Scarifying the existing B.T surface to

a depth of 50 mm by Mechanical

means and disposal of scarified

material with all leads and lifts upto

1000 Mtrs as per MoRT&H (4th

Revision) Spec. No.305.4.3, (with all

Lift and Lead)

Scarifying

the existing

B.T surface

Scarifying the

existing B.T

surface 501.8.7.2 8.60 sqm

8,600.00

200.00

Providing B.T. Patchwork for pot

holes of depth ranging from 70mm

and above , using 40mm HBG metal

with required qty. of 10-12 mm size

HBG key chips and Bitumen

Emulsion at 45 Kgs./1Cum. of work

for filling the pot holes and sealing the

filled up pot hole with a 15mm thick

layer using 10-12mm HBG chips and

Bitumen Emulsion at 75 Kgs/1Cum.,

including removal of the loose

material in the pot holes, trimming the

edges to provide firm vertical faces,

cleaning, applying tack coat, filling

the pot holes, compacting and

finishing and blinding the surface

using stone dust/sand, including cost

of all materials, T&P and labour

charges for all operations etc.

complete.

B.T.

Patchwork B.T. Patchwork 501 223.86 sqm

44,771.87

450.00


holes of depth ranging from 50 to

70mm, using 40mm HBG metal with

required quantity of 10-12mm size






Bitumen Emulsion 80Kgs/1Cum.,




B.T.


87,480.00







complete.

1,000.00


holes of depth ranging from 30 to 50

mm, using 20-25mm HBG metal with

required quantity of 10-12mm size






Bitumen Emulsion at 80 Kgs/1Cum.,










complete.

B.T.


129,600.00

1,000.00


holes of depth ranging from 15 to 30

mm, using 10-12mm size HBG chips

and 80/100 grade Bitumen at 75

Kgs./1Cum. of work for filling the pot

holes, including removal of the loose









complete.

B.T.


78,350.00

3,000.00

Edge Repairs : Repair broken edges

(width 200 mm) of seal with 250mm

Wet Mix Macadam , 50mm

Bituminous Macadam, 40mm

Bituminous Concrete and Support

Gravel to maintain nominal seal and

including cost of all materials T&P

and labour charges for all operations

etc Complete for Service Road edge

damages.

Edge

Repairs Edge Repairs

Special

Conditio

n 512.30 Rm

1,536,900.00

4,300.00

Milling of Bituminous pavement

surface up to a depth up to 75mm

using milling machine, to make a

uniform surface without disturbing the

base, cleaning the milled surface,

including cost of all labour charges

and hire charges of machineries etc.,

complete including disposing the

Milling of

Bitumenous

pavement

surface

Milling of

Bitumenous

pavement surface 501 2434.90 Cum

10,470,070.00

material well away from the road

boundary and as directed by the

Engineer in Charge.

45,000.00

Providing and applying Tack coat with

Bitumen (Bulk) grade using pressure

distributor at the rate of 0.20 kgs per

sqm on the prepared

bituminous/granular surface cleaned

with mechanical broom for finished

item of work as per MoRT&H

Specification 503 (4th revision) and as

directed by the Engineer-in-Charge.

(with all Lift and Lead Charges)

Tack coat Tack coat 503 8.10 sqm

364,500.00

500.00

Providing and laying of Dense Graded

Bituminous Macadam with hot mix

plant producing an average output of

75 tones per hour using hard blasted

Trap crushed aggregates of Grading -

II as per table 500-4 of MoRT&H

Specification 504 (4th revision)

premixed with bituminous binder of

60/70 grade @ 4.50% of weight of

total mixture, transported to site, laid

over a previously prepared surface

with mechanical paver finisher to the

required grade, level and alignment

and rolled as per Clauses 501.6 and

501.7 to achieve the desired

compaction for finished item of work

as directed by the Engineer-in-Charge

including hire and operational charges

all T&P and all other contingent

charges necessary including cost of

Dense

Graded

Bituminous

Macadam

Dense Graded

Bituminous

Macadam

507 6992.40 cum

3,496,200.00

seigniorage charges of all materials

etc., complete and as per MoRTH

specification No. 504

1,700.00

Providing 40/50mm thick compacted

Bituminous Concrete by hot mix plant

using hard blasted Trap crushed

aggregates of Grading – 2 as per table

500-18 of specification 509 of

MoRT&H (4th revision), premixed

with modified Bitumen CRMB 55

Grade @ 5% of mix and filler,

transporting the hot mix to work site,

laying with hydrostatic sensor paver

finisher to the required grade, level

and alignment, rolling with smooth

wheeled, vibratory and tandem rollers

to achieve the desired compaction as

per MoRT&H Specification 509 (4th

revision) complete for finished item of

work in all respects as directed by

Engineer-in-Charge (Payment will be

made based on levels for finished item

of work)

Bituminous

Concrete

Bituminous

Concrete

Spl. Cl.

509 7923.95 cum

13,470,715.00

1,500.00

Gravel for Road side Repair-

Construction of Gravel shoulders, fill

behind revetment including cost,

seigniorage charges and conveyance

of all materials to work site and

spreading in uniform layers by

approved means, on prepared surface

and compacting etc., complete for

finished item of work as per

MoRT&H Specification 401 & 407

Earth work Earth work

Special

Conditio

n 562.85 cum

844,275.00

(4th revision) and as directed by the

Engineer-in-charge. (with all Lift and

Lead Charges)

1,000.00

Providing and laying Plain cement

concrete M20 Kerb as per Drawing

and Technical Specifications Clause

408 and Section 1700(M-20 Median

Kerb "A" type Section)

Plain

cement

concrete

M20

Plain cement

concrete M20

1500,170

0 &2100 505.85 Rm

505,850.00

400.00

Providing and laying Cast-in-Situ

Plain Cement Concrete M20 Kerb

with Channel along the road side at

high Embankment , other than crash

barrier locations as per drawing and

Technical Specifications Clause 408 &

Section 1700. (

M-20 Median Kerb "L" type Section)

PCC M-20

Median

Kerb "L"

type

Section)

PCC M-20

Median Kerb "L"

type Section)

1500,170

0 &2100 610.65 Rm

244,260.00

1,600.00

Providing and Construction of Water

Chutes with NP-2 (As per IS 458-

19880 300mm dia RCC Pipe (Semi

Circular) embedded in PCC M15

including all costs of material and

concreting works as per drawing and

Additional technical Specification and

as directed by Engineer in Charge.

PCC M15 PCC M15 1500,170

0 &2100 1429.90 Rm

2,287,840.00

400.00

Providing and Constructing

dissipation chambers at the toe of the

water chutes with M15 grade of

concrete as per the drawings and

Technical Specifications 1500 & 1700

as directed by the Engineer.

Dissippatio

n chambers

Dissippation

chambers

1500,170

0 &2100 1361.60 Each

544,640.00

100.00

Construction of dry lean cement

concrete sub-base over a prepared sub

grade with coarse aggregate of max

size of 40 mm SS 5 HBG machine

crushed confirming to IS383, cement

content not less than 150 kg/Cum,

optimum moisture content to be

determined during trial length

construction, Concrete strength not to

be less than 10 mpa at 7 days, mixed

in a concrete mixer, transported to site,

laid and spread manually, finished in a

continuous operation including form

work, curing with all water leads, all

incidental and operational charges of

T&P for finished item of work as

directed by Engineer- in - Charge and

as per MORTH Spn.No.601 (Exact

quantity shall be as per mix design.)

Dry lean

cement

concrete

Dry lean cement

concrete

1500,170

0 &2100 4634.15 cum

463,415.00

500.00

Construction of unreinforced, dowel

jointed, P.C.C pavement M40 grade

over a prepared sub base with 43

grade cement of 400 kg/Cum of

concrete, coarse and fine aggregate

confirming to IS 383, max size of

coarse aggregate not exceeding 25 mm

mixed in machine as per approved mix

design transported to site, laid and

spread manually, compacted and

finished in a continuous operation

including provision of contraction,

expansion, construction and

longitudinal joints, joint filler,

separation membrane, sealant primer,

joint sealant, debonding strip, dowel

bar, tie rod, curing compound,

finishing to lines and grades as per

drg. excluding cost of dowel bars and

tie bars, including formwork,

vibrating, curing with all water leads,

all incidental and operational charges

of T&P as directed by the Engineer-in-

Charge for finished item of work as

per MORTH Spn. No.602.(Exact

quantities will be as per mix design)

P.C.C

pavement

M40 grade

P.C.C pavement

M40 grade

1500,170

0 &2100 6679.50 cum

3,339,750.00

200.00

Plastering 12mm thick in C.M (1:4)

including cost, seigniorage and

conveyance of all materials to site,

labour charges etc., for finished item

of work as directed by the Engineer-

in-Charge and as per MORT&H

specification for central media.

Plastering

12mm thick

in C.M

(1:4)

Plastering 12mm

thick in C.M (1:4) 1312 162.10 sqm

32,420.00

2,000.00

White Washing two coats to Cross

Drainage/Trees/Walls/Structures, etc

with white washing cement or

equivalent quality as directed by

Engineer-in-Charge(with all Lift and

Lead Charges)

White

Washing White Washing

Special

Conditio

n 33.95 sqm

67,900.00

1,000.00

Excavation in F&F Rock by

Mechanical means including loading

and unloading of excavated material

(with all Lift and Lead Charges) upto

500 m

Excavation Excavation 301 203.40 cum

203,400.00

1,000.00

Course Rubble Masonry 2nd sort

work in cement mortar 1:6 for

foundations, basement using hard

granite stone including cost and

conveyance of all materials to site,

cost of seigniorage charges etc., all

taxes and incidental charges and

labour charges for dressing the stones

to required size and shape , mixing the

cement mortar, stone wall construction

,curing etc., complete for finished item

of work and as per the directions of

the Engineer-in-Charge and Morth

specifications No.1400& 2200 (with

all Lift and Lead Charges) Standard

spn.601&602 of APSS.

Course

Rubble

Masonry

2nd sort

work

Course Rubble

Masonry 2nd sort

work

Special

Conditio

n 1045.60 cum

1,045,600.00

1,000.00

Plastering in CM (1:3) 20 mm thick

including cost and conveyance of all

materials , seigniorage charges ,

labour charges , curing etc complete

for finished item of work as per

MoRTH 1300 and 2200 specification

Plastering

in CM (1:3)

20 mm

Plastering in CM

(1:3) 20 mm 1312 168.50 sqm

168,500.00

as directed by the Engineer -in-

Charge(with all Lift and Lead

Charges)

1,000.00

Providing Grouted Revetment with

rough stone (HBG) of not less than

225 mm size grouted with 0.20 cum of

CC (1:3:6) including cost, seigniorage

charges and conveyance of materials

to site and including labour charges

for packing the stones for revetment

etc., complete for finished item of

work as per MoRT&H specification

2504 ( 4th revision ) and as directed

by the Engineer-in-Charge for Apron

revetment. (with all Lift and Lead

Charges)

Grouted

Revetment

with rough

stone

Grouted

Revetment with

rough stone

Special

Conditio

n 1950.70 cum

1,950,700.00

15,000.00

Painting two coats to the old surface

with synthetic enamel paint in all

shades on plastered concrete as per

the directions of the Engineer-in-


Charges)

Painting

two coats to

the old

surface with

synthetic

enamel

paint

Painting two coats

to the old surface

with synthetic

enamel paint

1906 72.25 sqm

1,083,750.00

500.00

Providing Revetment with Rough

Stone (HBG) of not less than 225 mm

size grouted with 0.20 cum of stone

spalls including cost, seigniorage

charges and conveyance of materials

to site and including labour charges

for packing the stones for revetment

etc., complete for finished item of

work as per MoRT&H specification

2504 ( 4th revision ) and as directed

by the Engineer-in-Charge for

Revetment

with Rough

Stone

(HBG)

Revetment with

Rough Stone

(HBG)

Special

Conditio

n 1087.80 cum

543,900.00

revetment. (with all Lift and Lead

Charges)

4,000.00

Providing and laying of Damaged

Turfing on Embankment slopes and

median islands with Green Grass Sods

as per technical specification Clause

No. 307.Providing and fixing of

Damaged Nuts and Bolts of

Galvanized metallic "W"-Shape beam

crash barrier as per drawing and

Technical Specification Clause 810.

Turfing

with Green

Grass

Damaged Turfing

on Embankment

slopes and median

islands with

Green Grass

Special

Conditio

n 54.00 sqm

216,000.00

200.00

Cement concrete M 15 Grade

Concrete using 40mm , 20mm and

10mm size HBG crushed stone

aggregate (Coarse aggregate

conforming to table 1000-1 and fine

aggregate conforming to table 1000-2)

including cost,seignorage and

conveyance of all materials to site

and all labour charges , centering,

machine mixing, laying in position,

Compacting, Vibrating and curing

including all other incidental and all

other operational charges of T&P

required etc., complete as per

MoRT&H Specification 1500,1700,

2200 (4th Revision) for Sub structure

M 15 Cement Concrete

M 15 Grade

1500,170

0 &2100 4979.90 cum

995,980.00

150.00

Vibrated reinforced cement concrete

M 20 Grade using 20mm & 10mm

HBG crushed stone aggregate (Coarse

aggregate conforming to table 1000-1

and fine aggregate conforming to table

1000-2) including cost, seigniorage

conveyance of all materials to site and

labour charges, centering, machine

mixing, laying, vibrating, curing etc.,

including other incidental hire and

operational charges of all T&P as per

approved drawings and as directed

during execution but excluding cost of

steel and its fabrication charges for

finished item as per MoRT&H

specification 1500,1600,1700 & 2200

(4th revision ) and as directed by the

Engineer-in-Charge (with all Lift and

Lead Charges) for Bed Blocks and

backing wall

Vibrated

reinforced

cement

concrete M

20 Grade

Vibrated

reinforced cement

concrete M 20

Grade

1500,170

0 &2100 5589.75 cum

838,462.50

150.00

Vibrated Cement Concrete M 35

Grade using 20mm & 10mm HBG

crushed stone aggregate (Coarse







including all other incidental and

operational charges of all T&P etc.,

complete for finished item of work as

per MoRT&H specification 1500,

Vibrated

Cement

Concrete M

35 Grade

Vibrated Cement

Concrete M 35

Grade

1500,170

0 &2100 5688.20 cum

853,230.00

1700, 2100 & 2702 (4th Revision)

and as directed by the Engineer-in-


Charges)

150.00


M 20 Grade using 20mm & 10mm









operational charges of all T&P as per

approved drawings and as directed

during execution but excluding cost of

steel and its fabrication charges for

finished item as per MoRT&H

specification 1500,1600,1700 & 2200

(4th revision ) and as directed by the

Engineer-in-Charge (with all Lift and

Lead Charges) for cover Slabs over

Side Drains

Vibrated

reinforced

cement

concrete M

20 grade

Vibrated

reinforced cement

concrete M 20

grade

1500,170

0 &2100 5289.80 cum

793,470.00

150.00


M 25 grade using 20mm & 10mm









operational charges of all T&P etc.,

complete as per approved drawings

and as directed during execution but

excluding cost of steel and its

fabrication charges for finished item

as per MoRT&H specification

1500,1600,1700 & 2200 (4th revision

) and as directed by the Engineer-in-

Charge for Deck slab

Vibrated

Cement

Concrete M

25 Grade

Vibrated Cement

Concrete M 25

Grade

1500,170

0 &2100 5509.05 cum

826,357.50

60.00

Providing HYSD bars ( Fe-415 ) of

different diameters, wrought and put

up bars of all diameters including cost

and conveyance of steel to site and all

labour charges for fabrication of

reinforcement including cutting,

bending, binding rods, tying grills,

placing them in position etc., complete

including cost and conveyance of

binding wire and all handling charges

and operational charges etc., and

including over lapping welding if

required etc., complete for all R.C.C

items for finished item of work as per

HYSD bars

( Fe-415 )

HYSD bars ( Fe-

415 )

1100,160

0 &1600 60952.20

1

MT

3,657,132.00

standard drawings, as per the

directions of the Engineer-in-Charge

and as per MoRT&H specification

1600 &2200 (4th revision) and as

per I.S.1786 of 1985 for R.C.C items.

(with all Lift and Lead Charges)

50.00

Providing Mild Steel bars of different

diameters, wrought and put up bars of

all diameters including cost and

conveyance of steel to site and all

labour charges for fabrication of

reinforcement including cutting,

bending, binding rods, tying grills,

placing them in position etc., complete

including cost and conveyance and all

handling charges and operational

charges etc., and including over

lapping welding if required etc.,

complete for all finished item of work

as per standard drawings, as per the


and as per MoRT&H specification

1600 &2200 (4th revision) and as

per I.S.1786 of 1985 . (with all Lift

and Lead Charges)

Mild Steel

bars Mild Steel bars

1100,160

0 &1600 56918.85 MT

2,845,942.50

2,000.00

Provision of rumble strips covered

with premix bituminous carpet, 15-

20 mm high of centre, 250 mm wide

placed at 1 m centre to centre of

approved locations to control speed as

decided by Engineer.

Rumble

strips

Rumble strips

covered wifh

premix

bituminous carpet

Special

Conditio

n 134.8 Rm

269,600.00

2,000.00

Supply and fixing imposition of

Rubberised speed braker size (500 x

420 x 50) mm thick (yellow block

colour) of Toll Plaza locution as

directed by the Engineer (strips starts

of transition portion end of

intermediate tones for both sides).

Rubberised

speed

braker

Rubberised speed

braker

Special

Conditio

n 3408.45 Rm

6,816,900.00

Providing and laying of Hot Applied

Thermoplastic compound 2.5mm thick

including reflectorising glass beads on

bituminous surface at 250gms per sqm

area, thickness of 2.5mm is exclusive

of surface applied glass bead as per

IRC:35.the finished surface to be

level, uniform and free from streaks

and holes etc.complete for finished

item of work. (with all Lift and Lead

Charges)

Hot

Applied

Thermoplas

tic

Hot Applied

Thermoplastic 803 -

-

-

9,000.00 a) Lane , Edge marking and Median

kerb side marking - - - 553.20 sqm

4,978,800.00

1,000.00

b) Directional Arrows, Lettering, etc..

As per Dwg.No.61 of MORTH type

designs of intersections

- - - 553.20 sqm

553,200.00

1,000.00

c) Pedestrian crossing at Junctions

and median openings, Toll Plaza

junctions etc..

- - - 553.20 sqm

553,200.00

5,000.00

Providing and fixing of Road Stud 100

x90 mm, die-cast in aluminium,

resistant to corrosive effect of salt and

grit, fitted with lens reflectors,

installed in concrete or asphaltic

surface by drilling hole 30 mm upto

depth of 60 mm and bedded in a

suitable bituminous grout or epoxy

mortar, all as per BS:873 (Part 4)-

1973 complete all complete as

directed by Engineer. (with all Lift

and Lead Charges)

Road Studs Road Studs 804 231.20 Each

1,156,000.00

2,000.00

Providing and fixing of Road

Delinators of 3M for fixing over the

Crash Barriers , die-cast in aluminium,

resistant to corrosive effect of salt and

grit, fitted with lens reflectors,

installed in concrete or asphaltic

surface by drilling hole 30 mm upto

depth of 60 mm and bedded in a

suitable bituminous grout or epoxy

mortar, all as per BS:873 (Part 4)-

1973 complete all complete as

directed by Engineer.(with all Lift and

Lead Charges)

Road

Delinators

of 3M

Road Delinators

of 3M 804 2285.00 Each

4,570,000.00

-

Providing and fixing of Hazard

Markers, Object Markers and Crash

Barrier Indicators etc., complete as per

drawing and Technical specifications

clause 805,812,813 and as directed by

the Engineer-in-Charge.

Hazard

Markers,

Object

Markers

and Crash

Barrier

Indicators

etc.,

Hazard Markers,

Object Markers

and Crash Barrier

Indicators etc.,

804 - - -

500.00 a) Hazard Markers - - - 4003 Each

2,001,500.00

500.00 b) Object Markers - - - 928 Each 464,000.00

2,000.00 c) Crash Barrier Indicators - - - 928 Each 1,856,000.00

98,100.00

Painting of the Structural steel like

Signage Gantrys, Electrical Poles,

Chain Link Fencing etc., complete for

finished item of work and as per the

directions of the Engineer-in-Charge.

(with all Lift and Lead)

Painting Painting to the

Structural steel 803 128.40 sqm

12,596,040.00

750.00

Reinforced cement concrete M 15

grade Boundary piller/Guard

stone/Guide post of standard design as

per IRC:25-1967,fixing in position

including finishing and lettering but

excluding painting etc.complete for

finished item of work as per the


(with all Lift and Lead)

Boundary

piller/Guard

stone/Guide

post

Boundary

piller/Guard

stone/Guide post

1500,170

0 &2100 542.50 Each

406,875.00

250.00

Supplying and Fixing informatory

sign boards as directed by the engineer

including the cost of MS Pipes/Posts

fitting , fixing , sheeting with retro

reflective sheet confirming to section

800 with screen printed including MS

Pipe 80mm dia embedded in concrete

M50, excavation etc. complete as per

technical specification for road &

bridge works issued bt MoRTH cl:801

Informatory

Sign Boards

Informatory Sign

Boards 801 38462.60 sqm

9,615,650.00

5,000.00

Providing and fixing of Road Stud 100

x90 mm size ( Reflective Pavement

Marker) made of Plastic body

moulded from ASA(Acrylic Styrene

Acryl nitrite) or HIPS (Hi- impact

Poly Styrene ) or Acrylonitritr but a

die styrene (ABS) or any other

suitable material approved by the

engineer, shall support a load of

13,635kgs tested in accordance with

ASTM D 4280, the slope of

Reflective panels shall preferably be

/35±5 degree to base and area of each

retro reflecting surface shall not be

less than 13.00sq.cm and optical

performance as per sub clause 804,

fixing over concrete surface /

Bituminous surface with approved

adhesive etc., complete as per clause

801 of Technical specifications.

Road Studs Road Studs 804 231.20 Each

1,156,000.00

334,765.70

Clearing and grubbing road land

including uprooting rank vegetation,

grass, bushes, shrubs, saplings and

trees girth upto 300mm, removal of

stumps of trees cut earlier and disposal

of unserviceable material and stacking

of serviceable material to be used or

auctioned, upto a lead of 1000metres

including removal and disposal of top

organic soil not exceeding 150mm in

thickness. By mechanical means in

area thorny jungle.

Clearing

and

grubbing

Clearing and

grubbing 201 4.05 sqm

1,355,801.09

187500.00

Clearing and grubbing road land

including uprooting rank vegetation,

grass, bushes, shrubs, saplings and

trees girth upto 300mm, removal of

stumps of trees cut earlier and disposal

of unserviceable material and stacking

of serviceable material to be used or

auctioned, upto a lead of 1000metres

including removal and disposal of top

organic soil not exceeding 150mm in

thickness. By mechanical means in

area light jungle.

Clearing

and

grubbing

Clearing and

grubbing 201 3.30 sqm

618,750.00

199.00

Repairs to the damaged shoulder

mounted signs with 4mm ACP sheet

with 3m make retro reflective sheet of

type XI EC film as per IRC - 67-2012-

code of practice for road signs, section

800 of MoRTH specification,

including cost of required materials,

all labour charges, for removal of

damaged sheet and fixing new sheets

and lettering etc, complete as per the

directions of the Engineer in charge.

Repais to

the

damaged

shoulder

mounted

signs with

4mm ACP

Repais to the

damaged shoulder

mounted signs

with 4mm ACP

Special

Conditio

n 10816.40 sqm

2,152,463.60

25000

Supply and Fixing of Reflective

Stickers Type IV of size 100 x 50mm

made of 3m high intensity grade

prismatic Reflective sheeting

confirming to AST, D 4956 including

all labour charges, adhesives ,

etc.,complete.

Reflective

Stickers

Reflective

Stickers 803 14.38 Each

359,500.00

5125

Supply and Fixing of 75mm dia of

10kg pressure HDPE pipe confirming

PE - 100 for underground services for

HDPE Pipe HDPE Pipe

Special

Conditio

n 313.25 Rm

1,605,406.25

Toll Plazas as per drawing.

1000

Providing and applying primer coat

with bitumen emulsion on prepared

surface of granular Base including

clearing of road surface and spraying

primer at the rate of 0.75 kg/sqm using

mechanical means.

Prime Coat Prime Coat 502 21.2 Sqm

21,200.00

255,053,223.00 Or

Say 25.51 Crs.

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