Resurfacing Of Existing Road Damage By Heavy Rain During Monsoon, As Per Various Location in Dhoraji, Dist.: Rajkot Under Road Resurfacing Grant (Year-2026-27)

NAME OF WORK :- RESURFACING OF EXISTING ROAD DAMAGE BY HEAVY RAIN DURING MONSOON, AT.

VARIOUS LOCATION OF DHORAJI NAGARPALIKA

PERCENTAGE UNIT RATE TENDER

Item No. & Description Quantity Rate Per Amount

Box cutting the road surface to proper slope and camber for making a base for

road work including ramming the excavated stuff and despositing on the road

side slope as directed up to all lead and State 1.00 197.06 Cumt.

Providing & laying spreading and compacting 150mm thick WBM Grade - II of

B.T.M.C. metal 40mm to 63mm size including using 20% (13+7%) filler i.e.

stone screeing 13.2 mm at the rate 0.16 Cumt. & 0.08 stone dust including

spreading in uniform thickness hand packing rolling with vibratory roller 8-10

tonnes in stages to proper garde and cmaber applying and brooming required

types of screening/binding materials to fill up the interstices of coarse

aggregate watering and compacting to the required density. 1.00 1099.89 Cumt.

Providing & laying spreading and compacting 100mm thick WBM Grade - I of

B.T.M.C. metal 40mm to 63mm size including using 20% (13+7%) filler i.e.

stone screeing 13.2 mm at the rate 0.16 Cumt. & 0.08 stone dust including

spreading in uniform thickness hand packing rolling with vibratory roller 8-10

tonnes in stages to proper garde and cmaber applying and brooming required

types of screening/binding materials to fill up the interstices of coarse

aggregate watering and compacting to the required density. 1.00 1154.44 Cumt.

Providing and laying cement concrete 1:3:6 ( 1 cement : 3 coarse sand :

Machine cut stone aggregate 40mm nominal size ) and curring complete

including cost of formwork in (a) Foundation and plinth 1.00 3260.28 Cumt.

Providing and laying cement concrete 1:4:8 ( 1 cement : 4 coarse sand :

Machine cut stone aggregate 40mm nominal size ) and curring complete

excluding cost of formwork in (a) Foundation and plinth 1.00 2934.05 Cumt.

Providing and Laying in position Controlled Concrete M-200 grade concrete for

using cement content as per approved design mix, improve workability without

impiring strength and durability as per direction of the engineer in charge. (min

cement level as per latest ID: 456 shall be maintained) for 150mm thick trimix

C.C Road with trimix vaccume dewatering system work with power trowling

sheet form with M.S Channel, surface vibrator with providing road expansion

joint having size 6mmx50mm by concrete cutter machine and filled with

bitumen, finishing with floor hardener necessary all equipments, all labour

charges complete. 1.00 5891.33 Cumt.

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

Cement concrete. 1.00 652.69 Cumt.

Tracing of old Manhole. All Types Of Manhole. 1.00 1202.00 No.

Modification of Existing House Connection Chambers, Risening up to 23cm.

average of 0.23m wide c.c Copping with Inside 15mm Thick Cement Plaster,

Curing and Dismentaling existing Chamber's Precast cement frame and Cover

and also fitting the copping work as directed as required and also refitting of

existing house connection chamber's coller and cover as required. 1.00 903.95 No.

Providing and laying 75mm thick compacted open graded per mix bituminous

grouting with B.T. aggregates as per required gradation and using 60/70

(VG30) grade bitumen for mixing with aggregated @ 1.99% i.e. 19.90 Kg./M.T.

of total mix and bitumen for tack coat at 4.00 Kg./10 Sq.mt. for W.B.M. 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, lubricants labour charges etc. using contractor’s own

drum mix plant and requirement tools etc. complete in accordance with the

required specification. 1.00 2744.17 M.T.

Providing and laying 50mm thick bituminous macadam in one layer with B.T.

aggregates as a rate of 0.66 cum/M.T. (as per MOST gradation) & 60/70

(VG30) Grade bulk bitumen for mixing at rate of 34 Kg/M.T. i.e. 3.40 % by

weight of total mix & 60/70 (VG30) grade bulk asphalt for tack cost at a rate of

2.50 kg./10 Sqmt using continuous batching drum mix plant & laid by paver

finisher including consolidation with vibratory roller including all necessary

equipment, tools, plant, fire wood oil, kerosene, labour charges etc. complete

using contractors own machineries. 1.00 3718.82 M.T.

Providing and laying 25mm thick S.D.B.C. using stone chips as per gradation

of M.O.R.T. & H specification using bitumen at rate of 50 Kg./ M.T.& 60/70

(VG30) grade bulk asphalt for tack cost at a rate of 2.50 kg./10 Sqmt.

including heating the asphalt (60/70 Grade) (VG30) and aggregates by

continuous batching drum mix plant machineries equipment, tools, plant, fire

wood oil, kerosene and all labour charges etc. complete (using contractors

own drum mix plant and machineries.) 1.00 5065.18 M.T.

Preparing surface by Brushing with wire brushes for removing caked mud etc.

sweeping with brooms and finally fanning the cleaned surface with gunney

bags to remove all loose dirt etc.(ii) Black top surface. 1.00 18.74 Sqmt.

Providing and Laying Asphalt Painting on B.T Surface with bitumen 60/70

graded at rate 5.00 kg/10 Sqmt by mechanical sprayer in Uniform layer and

spreading the stone dust on prepared surface at the rate of 0.03 Cum / 10 /

Sqmt. And rolling with smooth wheel pnumatic roller 1.00 49.49 Sqmt.

I/We am/are willing to carry out the work @ ________% Above / Below_____________Percentage (should be writen in figures

and words) of the Estimated rates mentioned above amount of my / our Tender works out as under.

Estimated Amount Estimated Amount

Put to Tender Rs. 00-00 Put to Tender Rs. 00-00

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl.Engineer Municipal Engineer

"DESIGN POINT" Dhoraji Nagarpalika

Chief Officer President

Dhoraji Nagarpalika Dhoraji Nagarpalika

Dhoraji Dhoraji