Resurfacing Of Existing Road Damage By Heavy Rain During Monsoon, At. Various Location Of Dhrol Nagarpalika At, Dhrol, Dist.: Jamnagar Under Road Resurfacing Grant (Year-2026-27).

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

VARIOUS LOCATION OF DHROL 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 sretta 1.00 111.85 Cumt.

Dismentaling tiled of stone floors laid in mortar including stacking of serviceable

materilas and disposal of unserviceable materials with all lead and lift.

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.

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

B.T.M.C. metal 45mm to 90mm size including using 29% (22+7%) filler i.e. stone

screeing 13.2 mm at the rate 0.27 Cumt. & stone dust at the rate 0.08 cumt.

including spreading in uniform thickness, hand packing, rolling with vibratory

roller 8-10 tonnes in stages to proper grade and camber, applying and brooming

type of screning/binding materials to fill up the interstices of coarse aggregate,

watering and compacting to the required density.

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 2943.14 Cumt.

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

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

excluding cost of formwork in (a) Foundation and plinth 1.00 3268.36 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

Providing and Laying in position Controlled Concrete M-150 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

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 :

including 35 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. (Agency

must Fill the rate of 80mm thick & M-300 grade paver block instead of

60mm paver block)

fixing Available Pre-Cast Rubber Dye Inter locking concrete Block 60mm thick

including 35mm sand layer for levelling and filling the joint with sand in proper

line and level. Also Scrub old Paving Block and Remove all Dust and Dirt

Providing and casting in situ ordinary cement concrete M-150 for Kerbs / kerb

blocks including formwork, curing and finishing complete. 1.00 3984.10 Cumt.

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1

including neat cement finishing, watering etc. complete. 1.00 24.28 Rmt.

Supplying of murrum / binding materials 1.00 186.85 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to camber

and gradient as directed. (i) Murrum 1.00 158.53 Cumt.

Tracing of Old Manhole. All types of Manhole. 1.00 1202.00 No

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 18.30 Sqmt.

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

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.

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

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" Dhrol Nagarpalika

Chief Officer President

Dhrol Nagarpalika Dhrol Nagarpalika