ROAD RESURFACE GRANT – YEAR 2025-26

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

DEVGADH BARIA Nagarpalika, DEVGADH BARIA.

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 materilas and

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

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

3 Dimolition and disposal of unserviceable materials with all lead

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

4 Dismentaling tiled of stone floors laid in mortar including

stacking of serviceable materilas and disposal of unserviceable

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

5 Scarifying gravelled 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 Lavel 1.00 Nos.

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

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

Frame & cover suitable to drainage M.H. and as per type

design & 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

cacked 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(New) 1.00 Sq.Mtr.

10 Construction of granular sub base by providing coarse graded

material BTM Cusing metal 53 mm to 26.5 mm AT

PERCENTAGE, aggregate 26.5 mm to 4.75 mm AT

PERCENTAGE and stone dust 2.36 mm to 7 below AT

PERCENTAGE incl. spreading in uniform layers with motor

grader on prepared surface mixing by mix in place method with

rotavator at OMN and compacting with vibratory roller to

achive the desired density complete. 1.00 Cu.Mtr.

11 Supplying of crushed black stone metalchipping etc. of hard

stone of following nominal size free of disintegrated

piecesdeletarious and organic matter ( forBitumen surface

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

12 Supplying of crushed black stone metalchipping etc. of hard

stone of following nominal size free of disintegrated

piecesdeletarious and organic matter ( forBitumen surface

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

12mm 1.00 Cu.Mtr.

13 Spreading and rolling the stone aggregates for solingand

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

MORT&H 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 base/ base course on well prepared surface End

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

15 providing and laying Bitumenous grout compacted with (VG 30)

asphalt 60/70 grade at the tare of 1.99 Percentage by

weight of total mix for mixing and tack coat at 2.5kg/10sqm,

emulsion on BT Surface using B.T chips of required

gradation including cleaning and heating the aggregate and

asphalt by continuous batching of Drum mix plant and

spreding the same by paver finisher one layer and

consolidation with vibratory roller and power roller including

providing all materials, equipment, tools and plants, oil,

kerosene, firewood, labour charges etc. coreplete using

contractor own machmaries Drum mix plant and parver

finisher etc Complete 1.00 M.T.

16 Providing and laying 50 mm B.M. with B.T. Aggregate as per

MORT & H specification and emulsion RS grad .2 for tack

coat AT 2.50 Kg./10 smt. with Mechanical sprayer &

Bitumen Grade VG-30 (60/70) for mixing AT 34.00 Kg./Mt. i.e.

3.40PERCENTAGE by weight of total mix including heating and

mixing the aggregate & asphalt in continuous batch mix

plant and spreading the same by sensor paver finisher &

consolidation with vibratory roller including providing all

materials equipments, tools & plant, fire wood, oil,

kerosene, labour charges etc. complete using contractor's own 1.00 M.T.

machinery batch mix plant & sensor paver finisher etc.

Providing and laying 25 mm thick (Compacted ) Semi -dence

Bituminous concrete on exiting bituminous surface and using

specified graded black trapped machine crushed aggregate

with bitumen Vg-30 - 60/70 for mixing AT 50.00 Kg./Mt. i.e.

5.00PERCENTAGE by weight of total mix as per MORTH

specification and emulsion RS grad .2 for tack coat AT

Kg./10 smt. with Mechanical sprayer including heating ind

mixing of asphalt with B.T. chips in continuous batch mix plant

and transporting same at site and speading by sensor paver

finisher and consolidation the same with pair of 8 tonnes to

tonnes vibratory roller to achive desire density and including

flusing the stone dust AT 0.03 cum/10smt including cost of

required tools , plants, all machineries, equipment fire wood

oil, kerosene charges 1.00 M.T.

Providig & Laying ashphalt painting on B.T. surface with

bitumen VG30 Rate of 5Kg. /10 Sqm. And Spreading Sand on

Painting Surface at the rate of 0.03 cum/10Sqm with rolling

with PTR Roller. 1.00 Sq.Mtr.

19 Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm.

in depth consolidating each disposited layer by ramming and

watering. 1.00 Cu.Mtr.

20 Filling, Foundation & Plinth with murrum or selected soil

in layers of 20 cms thickness including watering , ramming and

consolidation etc complete. 1.00 Cu.Mtr.

21 Providing and fixing pre-cast Rubber Dye /steel Dye inter

locking concrete block 60mm thick with grade of concrete

M300 pnumatic compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidlines of IRC : SP 63-2018 etc.

Complete. 1.00 Sq.Mtr.

22 Re-fixing pre-cast Rubber Dye/ steel Dyeinter locking concrete

block 60 mm thick with grade of concrete M300 pnumatic

compressed/ vibrated mechanically and as perapproved design

Confirming to IS15658: 2006 including 35mm Sandlayer for

levelling and filling the joint with sand in proper line and level

as per guidlines of IRC : SP 63- 2018 etc. Complete. 1.00 Sq.Mtr.

23 Providing and fixing pre-castcocrete kerb stone of gray cement

based concrete block 30cm length, 30cm height and 15cm thick

of M250 grade concret as per approved design and including

excavation for fixing in proper line and level, filling the joint

with C:M 1:3(1cement:3 fine sand )etc complete. 1.00 Rmt.

24 Providing cement vata (10cm. x 10 cm. size) quarter round in

cement mortar 1:1 including neat cement finishing, watering

etc. complete. 1.00 Rmt.

25 Labour charges for repairing of leakage in PVC pipe line of

following diameter at different places including necessary

excavation manually or by mechanize excavation, dewatering,

removing of mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from trench with incl.

of mechanical deviced JCB, Hydra/ crane if necessary and

labours required with providing material such couplers,

solution etc. comp. (inclu. all materials)-90 mm 1.00 Nos.

Labour charges for repairing of leakage in PVC pipe line of

following diameter at different places including necessary

excavation manually or by mechanize excavation, dewatering,

removing of mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from trench with incl.

of mechanical deviced JCB, Hydra/ crane if necessary and

labours required with providing material such couplers,

solution etc. comp. (inclu. all materials)-110 mm 1.00 Nos.

Labour charges for repairing of leakage in PVC pipe line of

following diameter at different places including necessary

excavation manually or by mechanize excavation, dewatering,

removing of mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from trench with incl.

of mechanical deviced JCB, Hydra/ crane if necessary and

labours required with providing material such couplers,

solution etc. comp. (inclu. all materials)-160 mm 1.00 Nos.

28 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 as

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

free from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white color marking

should provide liminance coefficinet on cemend road shalll be

min 130 mcd/m2/lux and Asphalt road shall be min

mcd/m2/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. 1.00 Sqm.

Wall painting (two coats) with plastic emulsion paint of

approved brand and manufacture on undecorated wall surface

to give an even shade including throughly brushing the surface

free from mortar droppings and other foreign matter and sand

papered smooth.(curb paint) 1.00 Sqm.

(A) Total Tendered amount

(B) Item Rate Tender Amount (if any)(in Figure)

(C) Net Tendered amount (A - B)

Signature of the Contractor Chief Officer

DEVGADH BARIA 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

Notes 7 - The bidder should quote his bid Item Rate of schedule B. If he do not wish to quote premium or rebate

Notes 8 - Works should be carried out under the supervision of PMC/TPI appointed by Devgadh Baria

Notes 9 - Rates quoted including of GST as per the then prevailing rules of concerned department.

Signature of the Contractor Chief Officer