Bill of Quantities - hmda.gov.in of Quantities Volume 2.pdf · Bill of Quantities 1.00 Preamble 1. 01. The Bill of quantities shall be read in conjunction with the Instructions to

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.

********

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

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

2,000.00

Providing, running and maintaining 1No. route

patrol vehicle ( TATA XENON ) of capacity of

more than 2000 CC with VTS, 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

route patrol vehicle

Special

Condition8218.65

per each

vehicle

per day

for 24hrs

16,437,300.00

2,000.00

Providing, running and maintaining of

Ambulance of Capacity of more than 2000 cc with

VTS, 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 scope of work

for all stretches.

Ambulance

Providing, running and maintaining of

Ambulance of Capacity of more than

2000 cc

Special

Condition4800.00

per each

vehicle

per day

for 24hrs

9,600,000.00

50.00

Providing, running and maintaining TOW away

Trucks with staff for Removing all types of broken

down/vehicles which have met with accidents or

other wise from the carriageway and towing the

same to proper locations i.e. nearest Police

stations or some suitable location by using 15

tonne or of more capacity pick and carry crane,

as per clause 6.4 of Scope of Work and as per

Clause 6.8.1(B) 'Performance Standard' of

scope of work for the strectch.

Tow vehicle

Providing, running and maintaining and

Removing all types of broken

down/vehicles

Special

Condition173064.00

per each

vehicle

per

MONTH

8,653,200.00

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


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

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

Condition1000.00

Per

Incident 200,000.00

1,500.00

Providing, Running, maintaining and Carrying

out proper cleaning of eight lanes of main

Carriageway of both sides including Service

Roads on both sides of MCW, ramps, toll plazas,

Interchange areas etc. with Mechanical

Brooming Machine including its Hire Charges

,fuels, Driver, Helpers salaries, cost of

consumables, maintenance of the Brooming

Machine and taking all precautionary measures

on Express Highway & on Service Roads during

progress of work etc. complete for finished item

of work and as per direction of Engineer in

Charge (Frequency of cleaning will be once in 30

days and also as and when required as per the

directions of the Engineer)

Mechanical

Brooming

Machine

Providing, Running and maintaining

and Carrying out proper cleaning of

eight lanes of main Carriageway of

both sides including Service Roads on

both sides, ramps, toll plazas,

Interchange areas etc. with Mechanical

Brooming Machine

Special

Condition6940.00

Per 1 km

of linear

length of

MCW

10,410,000.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

3,500.00

Removing damaged Crash barrier (W Beams)

and supply & Fixing of new Galvanized Metallic

W-Shaped Beams Crash Barrier removal and

replacing of W - beam Crash barriers,. Vertoca;

[psts pf soze 150mm x 75mm 5mm with 1.5mts

long. Spacer channel of size 150mm x 75mm x

5mm with 330mm long etc. including

trasnportation of all materials, loading, unloading,

excavation 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 clauise 810 &

aas per the direction of the Engineer including

transportation , labour charges, MS galvanised

buttion 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

Condition2977.80 Rm 10,422,300.00

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 vrash

barrier as per MOST clause 810 onluding Nuts

and Bolts having a minimum yield strength of

2400kg/sqcm etc. including transportaion, labour

charges. completed for finished item of work for

partial replacement.

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

Condition895.20 Rm 4,476,000.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

1,800.00

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 ost at site to match with the existing

posts, hot dip galvanised of zinc coating @

550gm/Sqm. As per most clause 810. inlduing

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

Condition1433.00 Rm 2,579,400.00

1,800.00

Removing damaged spaced 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 SpacerProviding and fixing of Damaged

Spacer

Special

Condition855.45 Rm 1,539,810.00

1,800.00

Supply & fixing of Fasterner, Button head bolts

16x 40mm long and 20x 40 Hex bolt with nut and

washer, hot dipped galvanised inclduing tack

welding to the bolt inclduing trasnportation labour

charges complete for finished item of work

Damaged Nuts

and Bolts

Providing and fixing of Damaged Nuts

and Bolts

Special

Condition346.00 Rm 622,800.00

3,000.00

Removing damaged chain link fencing and

supplying and fixing new chain link fencing of

1.80 mt height with a size of openings at 50mmx

50mm x 4.0mm thickness welded at site

wherever necessary to suit as per the site

condition inlclduing Gate & L- angles & Concrete

base etc. paiting compete as per MOST clause

807 including removal of damaged chain link

fencing inclduing trasportation labour charges etc

wherever necessary comlete for finshed item of

work and to suit to the existing chain link.

Chain Link

Fencing

Providing and Fixing Damaged Chain

Link Fencing

Special

Condition3384.20 Rm 10,152,600.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

150.00

Supply of color 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

Condition621.00

Per Set

Per

incident

93,150.00

100.00

Supply of Video Cassette (CD) in three copies

including videographing 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

Condition2000.00 Per Set 200,000.00

Providing and supply of Following manpower for

misc. work as when required basis where ever

required for which datas are not available 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

Condition658.00 Each/day 1,052,800.00

2,000.00 b) Helper Special

Condition595.00 Each/day 1,190,000.00

32,000.00

Vent Cleaning for

Pipe/Slab/BoxCulvert/Drains/Saucer

Drains/chutes and others Structures and

disposing at a distance of at least 500mts.

Vent Cleaning

'Vent Cleaning for

Pipe/Slab/BoxCulvert and others

Structures

Special

Condition283.90 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 -

70.00 a) Tipper 12 cum capacity Special

Condition2008.80 per hour 140,616.00

200.00 b) Tipper 6 cum capacity Special

Condition1004.40 per hour 200,880.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

600.00 c) JCB Special

Condition1843.52 per hour 1,106,112.00

3,000.00 d) Tractor with trolley Special


3,000.00 e) Telephonic Crane Special


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

Condition2000 day 1,480,000.00

1,110.00 c) Air conditioned New vehicle, capacity more

than 1400cc (A/C) on hire basis

Special

Condition1500 day 1,665,000.00

100.00

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)

Repairs to the damaged Gantry

signages

Special

Condition10816.40 sqm 1,081,640.00

100.00

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

flexibilty 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

Condition5382.15 sqm 538,215.00

10,000.00

Removal of Land slip material/debries/unsuitable

soil and disposal at approved spoil sites upto 500

m (with all Lift and Lead)Land slip

Removal of Land slip

material/debries/unsuitable soil

Special

Condition167.70 cum 1,677,000.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

3,000.00

Replacement of damaged cement concrete

chequred tiles with new 25 mm thick M-20

precast cement concrete chequ red 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

Condition815.20 sqm 2,445,600.00

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

3,000.00

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

seiniorage charges, complete for finished item of

work as per MoRTH specification 305(4th

revision).

Embankment Embankment 305 179.75 cum 539,250.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

600.00

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 Rotavator / 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)

Granular sub-base Granular sub-base 401 1530.00 cum 918,000.00

200.00

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 Vibratory roller to acheive 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)

Wet Mix Macadam Wet Mix Macadam 406 1830.60 cum 366,120.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

40,000.00

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 1,606,000.00

40,000.00

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) Specn.

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 344,000.00

2,500.00

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 labolur charges for all

operations etc. complete.

B.T. Patchwork B.T. Patchwork 501 219.65 sqm 549,125.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

6,000.00


ranging from 50 to 70mm, using 40mm HBG

metal with required quantity of 10-12mm size





Emulsion 80Kgs/1Cum., including removal of the

loose material in the pot holes, trimming the







B.T. Patchwork B.T. Patchwork 501 194.40 sqm 1,166,400.00

15,000.00


ranging from 25 to 35mm, using 20-25mm HBG

metal with required quantity of 10-12mm size





Emulsion at 80 Kgs/1Cum., including removal of

the loose material in the pot holes, trimming the







B.T. Patchwork B.T. Patchwork 501 129.60 sqm 1,944,000.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

2,000.00


ranging from 15 to 25mm, 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 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 labolur charges for all


B.T. Patchwork B.T. Patchwork 501 78.35 sqm 156,700.00

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

(Contd.) Service Road edge damages for Service

Road

Edge Repairs Edge RepairsSpecial

Condition512.45 Rm 1,537,350.00

50,000.00

Milling of Bitumenous pavement surface up to a

depth up to 75mm using milling machine, to

make a uniform surface without distrubing the

base, cleaning the milled surface,including cost

of all labour charges and hire charges of

machinaries etc., complete including disposing

the material well away from the road boundary

and as directed by the Engineer in Charge. (Rate

adopted is as per GHMC approved)

Milling of

Bitumenous

pavement surface

Milling of Bitumenous pavement surface 501 68.00 sqm 3,400,000.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

50,000.00

Providing and applying Tack coat with Bitumen

(Bulk) 80/100 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)

Tack coat Tack coat 503 10.00 sqm 500,000.00

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

seigniorage charges of all materials etc.,

complete and as per MoRTH specification No.

504 (4th Revision) (Excluding VAT Charges)

Dense Graded

Bituminous

Macadam

Dense Graded Bituminous Macadam 507 6,455.20 cum 3,227,600.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

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)

(Excluding VAT Charges)

Bituminous

Concrete Bituminous Concrete Spl. Cl. 509 7359.40 cum 12,510,980.00

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

(4th revision) and as directed by the Engineer-in-

charge. (with all Lift and Lead)

Earth work Earth workSpecial

Condition562.85 cum 844,275.00

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

1500,1700

&2100403.85 Rm 403,850.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

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)

1500,1700

&2100610.65 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) embeded 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 M151500,1700

&21001495.50 Rm 2,392,800.00

400.00

Providing and Constructing dissippation

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.

Dissippation

chambersDissippation chambers

1500,1700

&21001848.30 Each 739,320.00

100.00

Construction of dry lean cement concrete sub-

base over a prepared subgrade 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(The

quantities for aggregate are for estimation

purpose and exact quantity shall be as per mix

design.)

Dry lean cement

concrete Dry lean cement concrete

1500,1700

&21004614.10 cum 461,410.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

1,600.00

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

contractio, expansion, construction and

longitudinal joints, joint filler, seperation

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.(The quantities of cement, coarse

aggregate and fine aggregate are for estimate

purpose only and exact quantities will be as per

mix design)

P.C.C pavement

M40 grade P.C.C pavement M40 grade

1500,1700

&21006679.50 cum 10,687,200.00

200.00

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

seignorage 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 161.52 sqm 32,304.00

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)

White Washing White Washing Special

Condition33.95 sqm 67,900.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

1,000.00

Excavation in F&F Rock by Mechnical means

including loading and unloading of excavated

material with all lead and lifts 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 cnveyance of all

materials to site, cost of seigniorage charges etc.,

all taxes and incidental charges and labour

chages for dressing the stones to required size

and shape , mixing the cement mortor, 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)Standard

spn.601&602 of APSS.

Course Rubble

Masonry 2nd sort

work

Course Rubble Masonry 2nd sort work Special

Condition1053.75 cum 1,053,750.00

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 as directed by the Engineer -in-

Charge (with all Lift and Lead)

Plastering in CM

(1:3) 20 mmPlastering in CM (1:3) 20 mm 1312 172.79 sqm 172,790.00

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)

Grouted

Revetment with

rough stone

Grouted Revetment with rough stone Special Conditio3282.75 cum 3,282,750.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

15,000.00

Painting two coats to the old surface with

synthetic enamel paint in all shades on new

plastered concrete surfaces as per the directions

of the Engineer-in-Charge(with all Lift and Lead)

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

4,000.00

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 all Lift and Lead)

Revetment with

Rough Stone

(HBG)

Revetment with Rough Stone (HBG)Special

Condition1087.80 cum 4,351,200.00

19,200.00

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 barrieer as per drawing and

Technical Specification Clause 810.

Turfing with

Green Grass

Damaged Turfing on Embankment

slopes and median islands with Green

Grass

Special

Condition54.00 sqm 1,036,800.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

3,000.00

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

Cement concrete

M 15 Grade

Concrete

Cement concrete M 15 Grade Concrete 1500,1700

&21004979.90 cum 14,939,700.00

200.00

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) for Bed Blocks and backing wall

Vibrated

reinforced cement

concrete M 20

Grade

Vibrated reinforced cement concrete M

20 Grade

1500,1700

&21005589.75 cum 1,117,950.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

800.00

Vibrated Cement Concrete M 35 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 all other incidental and operational

charges of all T&P etc., complete for finished

item of work as per MoRT&H specification 1500,

1700, 2100 & 2702 (4th Revision) and as


and Lead)

Vibrated Cement

Concrete M 35

Grade

Vibrated Cement Concrete M 35 Grade 1500,1700

&21005688.20 cum 4,550,560.00

800.00

Vibrated reinforced cement concrete M 20 Grade








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


and Lead) for cover Slabs over Side Drains

Vibrated

reinforced cement

concrete M 20

Grade


20 Grade

1500,1700

&21005289.80 cum 4,231,840.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

100.00

Vibrated reinforced cement concrete M 25 grade








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

reinforced cement

concrete M 25

grade


25 grade

1500,1700

&21005509.05 cum 550,905.00

190.00

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

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)

HYSD bars ( Fe-

415 ) HYSD bars ( Fe-415 )

1100,1600

&160060952.20 1 MT 11,580,918.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

160.00

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 directions of the

Engineer-in-Charge and as per MoRT&H

specification 1600 &2200 (4th revision) and as

per I.S.1786 of 1985 . (with all Lift and Lead)

Mild Steel bars Mild Steel bars 1100,1600

&160056918.85 1 MT 9,107,016.00

1,600.00

Provision of rumble strips covered wifh

premix bituminous carpet, 15-20 mm high of

center, 250 mm wide ploced at 1 m center to

center of approved locotions to control speed,

marked with whitestrips of road marking paint as

decided by Engineer.

Rumble strips Rumble strips covered wifh

premix bituminous carpet

Special

Condition1950.00 Rm 3,120,000.00

2,000.00

Supply and fixing impostion of Rubberised speed

braker size (500 x 420 x 50) mm thick (yellow

block colour) of Toll Plaza locotion os directed

by the Engineer (strips starts of transition

portion ond of intermediate tones for both

sides).

Rubberised speed

braker Rubberised speed braker

Special

Condition3408.45 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)

Hot Applied

Thermoplastic Hot Applied Thermoplastic 803 -

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

9,000.00 a) Lane , Edge marking and Median kerb side

marking744.90 sqm 6,704,100.00

1,000.00

b) Directional Arrows, Lettering, etc.. As per

Dwg.No.61 of MORTH type designs of

intersections

744.90 sqm 744,900.00

1,000.00 c) Pedestrian crossing at Junctions and median

openings, Toll Plaza junctions etc..744.90 sqm 744,900.00

2,600.00

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)

Road Studs Road Studs 804 231.20 Each 601,120.00

1,000.00

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)

Road Delinators

of 3M Road Delinators of 3M 804 2285.00 Each 2,285,000.00

Providing and fixing of Hazard Markers, Object

Markers and Crash Barrier Indicators etc.,

completeas per drawing and Technical

specifications clause 805,812,813 and as dircted

by thd Engineer-in-Charge.

Hazard Markers,

Object Markers

and Crash Barrier

Indicators etc.,

Hazard Markers, Object Markers and

Crash Barrier Indicators etc.,804 -

210.00 a) Hazard Markers 4003.00 Each 840,630.00

210.00 b) Object Markers 928.00 Each 194,880.00

1,500.00 c) Crash Barrier Indicators 928.00 Each 1,392,000.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

100,000.00

Painting of the Structural steel like Signage

Gantrys, Electrical Ples, 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 12,840,000.00

350.00

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 directions of the Engineer-in-

Charge (with all Lift and Lead)

Boundary

piller/Guard

stone/Guide post

Boundary piller/Guard stone/Guide

post

1500,1700

&2100542.50 Each 189,875.00

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

BoardsInformatory Sign Boards 801 32850.40 sqm 8,212,600.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

4,275.00

Providing and fixing of Road Stud 100 x90 mm

size ( Reflective Pavement Marker) made of

Plastic body moulded from ASA(Arcylic Styrene

Acrylonitrite) 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 988,380.00

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

grubbingClearing and grubbing 201 3.20 sqm 1,071,250.00

Estimate

Quantity

(only Figures)

Item Detailed


Work Type

eg. Earth Work,

Electrical works..

etc

( upto 200

Characters)



APSS /

Morth Cl.

Number

( upto 200

Characters)

Rate (INR)

( Upto 2

Decimals )

UOM

( upto 50

Characte

rs)

Amount (INR)

( Upto 2 Decimals )

187,500.00

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

grubbingClearing and grubbing 201 3.30 sqm 618,750.00

50.00

Repais 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, aoll 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

Condition10816.40 sqm 540,820.00

25,000.00

Supply and Fixing of Reflective Stickers Type IV

of size 100 x 50mm made of 3m hifh intensity

grade prismatic Reflective sheeting confirming to

AST, D 4956 including all labour charges,

adhesives , etc.,complete.

Reflective

Stickers Reflective Stickers 803 14.28 Each 357,000.00

4,500.00

Supply and Fixing of 75mm dia of 10kg pressure

HDPE pipe confirming PE - 100 for under ground

services for Toll Plazas as per drawing. HDPE Pipe HDPE Pipe

Special

Condition324.80 Rm 1,461,600.00

-

1000.00

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 21.20 Sqm 21,200.00

255,058,551.00

25.51 CrOr Say

Documents

Bill of Quantities - hmda.gov.in of Quantities Volume 2.pdf · Bill of Quantities 1.00 Preamble 1. 01. The Bill of quantities shall be read in conjunction with the Instructions to