Resurfacing Of Existing Road Damage By Heavy Rain During Monsoon 2026, Under Road Resurfacing Grant, As Per Various Location Of Gondal, Dist: Rajkot.

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

VARIOUS LOCATION OF GONDAL NAGARPALIKA

PERCENTAGE UNIT RATE TENDER

Item No. & Description Quantity Rate Per Amount

CEMENT CONCRETE ROAD

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 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.

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 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 5898.40 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 1214.02 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.

Providing and supplying in standard length ISI mark rigid unplasticised PVC

pipes suitable for potable water with ring fit joint including cost of rings, as per

IS specification no. 4985/1988 including all local and central taxes,

transportation,freight charges, octroi, inspection charges, loading, unloading,

conveyance to the departmental stores and including cost of jointing meterial

etc. complete. 110mm Dia. Test Pressure 6Kg/cm2 1.00 275.73 Rmt

Lowering laying and jointing PVC pipes and specials of following class and

diameters including cost of conveyance from stores to site of works including

cost of labour,material, except cement solvent giving satisfactory hydraulic

testing as per ISI code (GWSSB SOR- 22/23 Section-B item no-8 Pg.No.37)

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 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

4 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 3813.76 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

4 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 5055.05 M.T.

Hire Charges for Pneumatic Road Roller 1.00 560.63 Hour

PAVING BLOCK ROAD

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.

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.

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" Gondal Nagarpalika

Chief Officer President

Gondal Nagarpalika Gondal Nagarpalika