BID DOCUMENTS FOR ANNUAL RATE EMPANELMENT FOR ROAD RESURFACING WORKS IN WARD NO-1 to 13 IN PORBANDAR MUNICIPAL CORPORATION

Schedule No Name of Work

Schedule - B BID DOCUMENTS FOR ANNUAL RATE EMPANELMENT FOR ROAD RESURFACING WORKS

IN WARD NO-1 to 13 IN PORBANDAR MUNICIPAL CORPORATION

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. Put to Tender Rs.

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Project Submitted By City Engineer

C.C.Patel & Associates Pvt Ltd Porbandar Municipal Corporation

Ahmedabad Porbandar

Municipal Commissioner

Porbandar Municipal Commissioner

PORBANDAR MUNICIPAL CORPORATION

BID DOCUMENTS FOR ANNUAL RATE EMPANELMENT FOR ROAD RESURFACING WORKS IN WARD NO-1

to 13 IN PORBANDAR MUNICIPAL CORPORATION

Sr No Description Qty Unit Rate Amount

Milling the existing bituminous pavement up to a

depth of 50 mm by milling machine in a single

cutting depth, to make a uniform surface without

disturbing the base including diversion of traffic,

removing milled materials and disposal of milled

material to an approved dumping yard (within

km lead) including loading and unloading, all leads

and lift, fuel, lubricant charges etc complete.

Scarifying gravelled macadam or bitumen

macadam surface 6 cm to 10 cm.depth including

stacking useful materials on road side and

disposing off remaining stuff up to 10 km.

Box cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed upto 10 Km.lead.

Granular Sub-Base ( Grade-V) with Graded

Material Construction of granular sub-base by

providing 150 mm thick close graded Material,

mixing in a mechanical mix plant at OMC, carriage

4 of mixed Material to work site, spreading in 1.00 CUM 1197.86

uniform layers with motor grader on prepared

surface and compacting with vibratory power

roller to achieve the desired density, complete as

Providing and laying Compacted WBM (Grade II)

with BT crushed metal of size 40mm to 63mm)

including using 20% stone Screening 10 mm to

5 mm grit 0.16 cum and stone dust 0.08 cum as 1 CUM 1491.77

filler including for Spreading, watering &

consolidation by vibrator power road roller 8 tone

to 12 tone etc complete as per morth clause

Providing and laying wet mix macadum

(W.M.M.) using machine crushed black trap

aggregate as per MORT&H, the material with

water OMC in mechanically mix (pug mill) carriage

of mix material by contractors own tipper to site

of work including laying, spreading and

compacting in sub base, base course on well

prepared under base of compacting as per

MORT&H Specification to achieve the desired

Providing and supplying evenly priming coat with

Emulsion SS1 @ rate of 7.5 Kg/10 Sq.M.

(including heating the bitumen including the cost

Providing and laying Bitumenous grout

compacted with (VG 30) asphalt 80/100 grade at

the tare of 1.99 Perc by weight of total mix for

mixing and tack coat at2.5kg/10sq.m. emulsion on

BT Surface using B.T chips of required gradation

including cleaning and heating the aggregate and

asphalt by contineous batching of Drum mix plant

and spreding the same by paver finisher one layer

and consolidation with vibratory roller and power

roller including providing all materials,

equipment, tools and plants, oil, kerosene,

firewood, labour charges etc. complete using

contractor's own machinaries Drum mix plant and

paver finisher etc. complete

Providing and laying Manual Bitumenous grout

compacted with (VG 30) asphalt 60/70 grade at

the tare of 1.99 Perc by weight of total mix for

mixing and tack coat at 5kg/10sq.m. on BT

Surface using B.T chips of required gradation

including cleaning and spreding the same by

manual one layer and consolidation with

vibratory roller and power roller including

providing all materials, equipment, tools and

plants, oil, kerosene, firewood, labour charges

etc. complete using contractor's own machinaries

finisher etc. complete

Providing & Laying 50 mm thick B.M. with B.T.

Aggregate as per M.O.R.T & H specification &

RS1 asphalt grade for tack coat @ 2.5kg/10 smt &

mixing @ 34.00kg/M.T. i.e. 3.40% by weight of

total mix including heating the aggregate &

asphalt in contunious batching drum mix plant

and spreading the same by paver finisher &

consolidation with vibratory rollar including

providing all materials equipment, tools & plants,

fire wood, oil, kerosene, labour charge etc.

complete using contractor's own machinary drum

mix plant & paver finisher etc. complete.

Providing & Laying 25mm thick SDBC with B.T.

Aggregate as per M.O.R.T & H specification & VG

30 asphalt grade mixing @ 50kg/M.T. i.e. 5.0% by

weight of total mix including heating the

aggregate & asphalt in contunious batching drum

11 mix plant and spreading the same by paver 1 MT 5109.59

finisher & consolidation with vibratory rollar

including providing all materials equipment, tools

& plants, fire wood, oil, kerosene, labour charge

etc. complete using contractor's own machinary

drum mix plant & paver finisher etc. complete

Providing and laying asphalt painting on BT

surface with bitumen VG 30 rate 5 kg per 10smt

by mechanical sprayar and spreding the stone

dust on prepared surface at the rate of0.03

cmt/10smt and rolling with smooth wheeled and

penumiatic roller and brushing etc. completed.

Restroration:- Add for restroration of

infrastructures like Kharkuwa, Electric Line

Telephone cable all Types of water line,gas

line,septic tanks, sewerage line Etc. 0 to 1.5 mtr

Renovation of manhole/ House chamber by

increasing the height at top including cost of

excavation, dismentalling and refitting of c . I.

manhole frame and cover curing etc. complete

incl. all carting and providing of materials which is

14 required for the purpose (except manhole frame 1.00 Nos 3880.10

and cover) For all type manhole by providing RCC

1:2:4 Partition walls with required reinforcement

25 cm thick and circular opening with 500 mm

clear dia and 0.40 mt. to 1 mtr or avg. ht.or road

top finish level

15 Tracing Of old Manhole :- All type manhole 1 Nos 1382.30

Labour charges for repairing of leakage in

PVC/Upvc pipeline of folling dia meter at different

places including necessar excavation manually or

by mechanise excavation, dewatering removing of

mud, cleaning of pipe and leakage portion, cutting

the pipeline & removing piece of pipe from trench

with inclussive of mechanical devices JCB

Hydra/Crain if necessary & labours required with

providing material such couplers, solution etc.

comp. (incl. all material & of pipe)

Note: - If additional work is required, payment for that item will be made as R&B, GWSSB,

GMB, NHAI & other Government SOR or Approved Rate Analysis from Porbandar

Municipal Corporation