Resurfacing Of Existing Road Damage By Heavy Rain During Monsoon, As Per Various Location Chart, At. Upleta 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 UPLETA 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 2745.18 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.

% 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 3720.84 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 5069.19 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.

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 51.45 Sqmt.

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 1.00 324.23 Sqmt.

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 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.

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth 1.00 3772.13 Cumt.

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