Construction of Cement Concrete Road and Asphalt Road Patch Work O &M, Repairing & New Work as per various area of Mangrol, Dist: Junagadh Under Monsoon Road Damage Resurfacing Grant

NAME OF WORK :- CONSTRUCTION OF CEMENT CONCRETE ROAD AND ASPHALT ROAD PATCH WORK

O&M, REPAIRING & NEW WORK, AT. VARIOUS LOCATION OF MANGROL NAGARPALIKA

PERCENTAGE 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 50 mt. lead. 1.00 109.41 Cumt.

Providing and filling in foundation with ordinary Cement concrete M-100

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete. 1.00 3345.58 Cumt.

Providing and castting in situ controlled trimix cement concrete M-20 for

avg. 150mm thick road work laid as diretced including providing and laying

M.S. side rail of road thickness with necessary nut bolts pilstes fixing as

per width applying plate vibrator (Electric or Diesel) on channel compressor

with vacum dewatering system by using all necessary equipments and

materials such as stock hardner powder and machinary such as running

screen vibrator on prelaid M.S. channel for levelling vacum pump floating

and power trovelling etc. with filling the joints with bitumean as directed etc.

complete 1.00 5940.82 Cumt.

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 17.88 Sqmt

Scarifying gravelled macadam or bitumen macadam surface 6 cm to

cm.depth including stacking useful materials on road side and disposing off

remaining stuff. 1.00 41.60 Sqmt

Providing & laying compacted WBM 150 mm thick grad-II of machine

crushed BT metal of size 45 to 63 mm with using 13 % stone screening

13.20 mm size and 7% stone dust as filler incl. spreading, watering and

rolling by vibratory roller etc complete. 1.00 1099.89 Cumt.

Providing & laying compacted WBM 100 mm thick grad-I of machine

crushed BT metal of size 45 to 63 mm with using 22 % stone screening

13.20 mm size and 7% stone dust as filler incl. spreading, watering and

rolling by vibratory roller etc complete. 1.00 1177.66 Cumt.

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.

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.

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

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 3847.09 M.T.

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 38.38 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

Estimated Amount Estimated Amount

Put to Tender Rs. Put to Tender Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl.Engineer Municipal Engineer

"DESIGN POINT" Mangrol Nagarpalika

Chief Officer President

Mangrol Nagarpalika Mangrol Nagarpalika

Mangrol Mangrol