Road Resurface Grant (2026-27)

NAME OF WORK :- Item Rate Tender for Asphalt Road Resurface for Various location in Various location in

DHRAGADHRA Nagarpalika, DHRAGADHRA. (Second Attempt)

No. Description Quantity Rate Per Amount

1 Box cutting the road surface to proper slope and camber for

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed Engineer

In-charge upto all Lead. 1.00 Cu.Mtr.

2 Demolition including stacking of serviceable materials and

disposal of unserviceable materials with all lead and lift. (i)

R.C.C. work 1.00 Cu.Mtr.

3 Demolition and disposal of unserviceable materials with all lead

and lift .(ii) unreinforcement cement concrete. 1.00 Cu.Mtr.

4 Dismantling tiled of stone floors laid in mortar including

stacking of serviceable materials and disposal of unserviceable

materials with all lead and lift. 1.00 Sq.Mtr.

5 Scarifying graveled macadam or bitumen macadam surface

6 cm to 10 cm. depth including stacking useful materials on

road side and disposing off remaining stuff. 1.00 Sq.Mtr.

6 Repairing and Renovation of Existing M.H. Chamber Finish up to

Road Level 1.00 Nos.

7 RCC precast M.H. Frame and Cover Manufacture, supply and

Delivery at store or at site of work precast RCC M.200 Frame

and cover suitable to drainage M.H. and as per type design and

Drawing including cost of reinforcement M.S. Angles or Flat,

curing mold work etc. Heavy duty (1.) Frame suitable for 50cm

opening of MH (2.) Cover suitable for 50cm opening of MH 1.00 Nos.

8 Carting of surplus earth.( 2.0 Km. Lead) 1.00 Cu.Mtr.

9 Preparing Surface by brushing with wire brushes for removing

caked mud etc. sweeping with brooms and finally fanning the

cleaned surface with gunny bags to remove all loose dirt etc (II)

Black top to surface 1.00 Sq.Mtr.

10 Rolling and consolidation of soling including filling in depression

which occur during the process, with power roler 8 tonne to

tonne. 1.00 Sq.Mtr.

11 Supplying of crushed black stone metal chipping etc. of hard

stone of following nominal size free of disintegrated

piecesdeletarious and organic matter ( for Bitumen surface

dressing etc. ) and grading as per I.R.C. Code. ( i ) 50 mm 1.00 Cu.Mtr.

12 Supplying of crushed black stone metal chipping etc. of hard

stone of following nominal size free of disintegrated

piecesdeletarious and organic matter ( for Bitumen surface 1.00 Cu.Mtr.

dressing etc. ) and grading as per I.R.C. Code. ( ii ) 10mm to

13 Spreading and rolling the stone aggregates for soling and

W.B.M. including filling the interstices forming the surface to

required camber and gradient( i ) 40mm to 63mm size

aggregates 1.00 Cu.Mtr.

14 Providing and laying spreading and compacting graded stone

aggregate to wet mix macadam 150 mm thick as per

MORTandH specification including premixing the material with

water at OMC in mechanical mix plant, carriage of mixed ma

anal by tippers to site, laying in uniform layers with paver in sub

baseper base course on well prepared surface End compacting

with vibratory roller to achieve the desire density. 1.00 Cu.Mtr.

15 Providing and Laying of 37.50mm thick Compacted Built up

Spray Grount with B.T. Aggregates as per required gradation

and using bitumen Grade VG-30 of Mixing with aggregates

Percentage i.e. 19.90 Kg.perM.T. of total mix including and

Bitumen VG-30 for Tack Coat 2.50 Kg.per10-Sq.mt. for B.T.

Surface including heating and mixing in Drum Mix Plant,

transporting spreading the same with paver finisher and

consolidation with vibratory roller including necessary fire

wood oil, lubricant, labour charges etc. using contractor own

drum mix plant and equipment tools etc. complete in

accordance with the requirement of specification. 1.00 M.T.

16 Providing and Laying of 75mm thick Compacted Built up Spray

Grount with B.T. Aggregates as per required gradation and

using bitumen Grade VG-30 of Mixing with aggregates

Percentage i.e. 19.90 Kg.perM.T. of total mix including and

Bitumen VG-30 for Tack Coat 2.50 Kg.per10-Sq.mt. for B.T.

Surface including heating and mixing in Drum Mix Plant,

transporting spreading the same with paver finisher and

consolidation with vibratory roller including necessary fire

wood oil, lubricant, labour charges etc. using contractor own

drum mix plant and equipment tools etc. complete in

accordance with the requirement of specification. 1.00 M.T.

Providing and Laying of 37.50mm thick compacted B.M. in one

layer with emulsion asphalt coat at the rate of 2.50 kg per

Sqm.. Using crushed stone aggregate as per gradation and VG-

30 Grade bitumen at the rate of 3.40 by weight of total mix of

binder and using weight of bitumen, using continuous batching

auto run drum mix plant and laid by paver finisher incl.

consolidation with Vibratro Road Roller incl. all necessary

equipment, tool, plant, fire wood, oil, kerosene, labor charges

etc, comp. using contractor own machineries with all lead and

lift as per instruction of ELC 1.00 M.T.

18 Providing and Laying of 50mm thick compacted B.M. in one

layer with emulsion asphalt coat at the rate of 2.50 kg per

Sqm.. Using crushed stone aggregate as per gradation and VG-

30 Grade bitumen at the rate of 3.40 by weight of total mix of

binder and using weight of bitumen, using continuous batching

auto run drum mix plant and laid by paver finisher incl.

consolidation with Vibratro Road Roller incl. all necessary

equipment, tool, plant, fire wood, oil, kerosene, labor charges

etc, comp. using contractor own machineries with all lead and

lift as per instruction of ELC 1.00 M.T.

19 Providing and laying 25mm thick S.D.B.C. using stone chips ust

as per gradation and using bitumen at rate of 50.00 Kg per M.T.

and 2.50 Kg.per10Sq.mt. Tack Coat using stone chips as per

M.O.RandTH specification including heating the asphalt (VG-30

Grade) and aggregates by continuous batching Drum Mix Plant

and spreading the same by paver finisher including

consolidation with Vibrator Roller and providing, operating

plant machineries, equipment, tools, plants, oil, fire wood,

kerosene and all labour charges etc. complete with all lead and

Lift as per instruction of ELC 1.00 M.T.

20 Providing and laying 20mm thick (compacted) mix seal surface

using stone aggregate as per gradation and using the bitumen

VG-30 grade at a rate of 50.90 Kg per 1 M.T. of total mix for

mixing and 2.50 Kg.per10 Sq.mt. Tack Coat including heating

the asphalt and aggregate by continuous batching Drum mix

plants and transporting and spreading the same by paver

finisher and consolidation with Vibratory roller with necessary

equipment, tools, plant, oil, kerosene labor charges etc.

complete using contractor's own machineries. 1.00 M.T.

21 Providing and laying Seal Coat with 0.18 Cum Stone Chips per

10 Sqmt. bitumen with mixing in Hot mix plant per Drum mix

plant and gradation as specified by using bitumen VG-30 Grade

50.90 Kg per M.T. of total mix including heating asphalt and

rolling and compacting providing, operating plant machineries,

equipment, tools, plants, oil, fire wood, kerosene and all labor

charges etc. complete with all lead and lift as per instruction of

22 Providing and Laying asphalt painting on B.T. surface with

bitumen VG30 Rate of 5Kg. per10 Sqm. And Spreading Sand on

Painting Surface at the rate of 0.03 cumper10Sqm with rolling

with PTR Roller. 1.00 Sq.Mtr.

23 Supplying and fixing cat eye made out from Acrilo beautile

sterine injuction high compressed molding with reflector made

of MMC (prismatic type of size 12cm x 6cm x 2.5cm) provided

with bituminous adhesive 100g. with each unit for fixing. (High

Intensity grade) 1.00 Nos.

24 Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads 250gms per sqm area,

thickness of 2.5mm is excluding of surface applied glass beds 1.00 Sq.Mtr.

as per IRC:35-2015. The finished surface to be level, uniform

and free from streaks and holes. zebra patta perbump patta

lane per center line per edge line per cut patta. The white color

marking should provide liminance coefficinet on cemend road

shalll be min 130 mcd per m2 per lux and Asphalt road shall be

min 100 mcd per m2 per lux during the service life during the

day time. The marking should meet the performance criteria

for night time reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015. Warranty for the

Retro reflectivity should be two years.

NOTE :-The rates quoted shall be exclusive of GST but Inclusive of all other taxes, duties which shall not be paid extra.

While GST will be paid for admissible part of actual work done at the approved tender rates. GST Shall be paid as per

prevailing rates at the time of payment.

Signature of the Contractor Chief Officer

DHRAGADHRA Nagarpalika

Notes 1 : - All work shall be carried out as per Public Works Department Handbook and other specifications of

Notes 2 - Rates quoted includes clearance of site (prior commencement of work and at its close ) in all respects

Notes 3 -The Item for Which no Rate or Price Has been entered will not paid for by the employer when

Notes 4 - Unit Rates and Prices Shall be Quoted by the bidder in Indian Rupees.

Notes 5 - Where there is a discrepancy between the rate in figures and words , The rates in words will given.

Notes6 - Labour cess @1Percentage (or as per the then prevailing rules of concerned department) included of the

Signature of the Contractor Chief Officer

DHRAGADHRA Nagarpalika