PROVIDING AND LAYING CARPET SEAL COAT ON THE ROAD LEADING FROM NURSERY ROAD TO GANDEVI MAIN ROAD IN WARD NO. 9.

Name of Work :- Providing and laying carpet seal coat on the road leading from Nursery Road to Gandevi Main Road in Ward No.

Quantities Estimated Rates

Estimated but Total Amount according to

Estimated but Total Amount according to

Item No. Item Descrption Unit

may be more in Figure in Words estimated quantities.

Providing,Laying and Compacting natural sand/artificial sand & gravell (C.B.R. not

less than 10%)below sub base course including carriage of materials spreading in

Rupees Three Hundred Twenty One

1 151.50 uniform layer manually on prepared base and compacted with vibratory roller to 321.86 CMT.

achieve desired density including all materials,labour etc. complete and Eighty Five Paisas Only

Construction of Granular sub base by providing well graded material,mixing in

a mechanical mix plant at OMC, carriage of mixed material to work site up to

Rupees One Thousand Two Hundred

2 151.50 lead of 1000m spreading in uniform layers with motor grader on prepared 1263.11 CMT.

Sixty Three and Ten Paisas Only

surface and compacting with smooth wheel roller to achieve the desired

density, complete as per Technical Specification Clause

Providing,laying,spreading and Compacting graded stone aggregate to wet mix

macadam specification including premixing the material with water at OMC in

mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in Rupees One Thousand Three

uniform layers in sub-base/base course on a well prepared sub-base and

3 151.50 1360.98 Hundred Sixty and Ninety Seven Paisas CMT.

compacting with smooth wheel roller of 80 to 10KN weight to achieve the desized

density including lighting,barricading and maintenance of diversion etc as per Tables Only

400.11 & 400.12 and Technical Specification Clause 406.(AS per R.A-4.)

Providing and applying priming coat with bitumen emulsion (SS-1) on

prepared surface of granular base including cleaning of road surface and Rupees Forty Six and Seventy Three

spraying primer at the rate of 0.75 kg/Sqm using mechanical neans as per Paisas Only

Technical Specification Clause

Providing & Laying 50 mm Thick Dense Bituminous Macadam with tack coat

of 2.50 Kg/10 Sqm of Bituminous Emulsion RS1 grade by mechanical Sprayer

and using stone aggregates as per MORT&H gradation and bitumin grade VG-

Rupees Three Thousand Four

30 in mix at the rate of minimum 4.50% or as per design mix, by total weight

5 479.27 3482.61 Hundred Eighty Two and Sixty One CMT.

of mix for binder by batch hot laid process including transporating the mix

and spreaing the same by paver finisher an consolidation by Vibratory Roller

including providng an Oprating required batch mix plant and machinary cost

of Fuel, Ashphalt, oil, Lubricant & Labour Charges Etc

BILIMORA MUNICIPALITY-BILIMORA

Scheme :-OUTGROWTH

Name of Work :- Providing and laying carpet seal coat on the road leading from Nursery Road to Gandevi Main Road in Ward No.

Quantities Estimated Rates

Estimated but Total Amount according to

Estimated but Total Amount according to

Item No. Item Descrption Unit

may be more in Figure in Words estimated quantities.

Providing & Laying 25 mm Thick Semi Dense bituminous concrete with higher

capacity batch type hot mix plant using crushed aggregates of specified

grading, premixed with bituminous ( VG - 30 ) binder @ 5.0 percent of mix Rupees Three Thousand Seven

6 800.93 and filler,transporting the hot mix to work site, laying with a hydrostatic 3770.35 Hundred Seventy and Thirty Five CMT.

paver finisher with sensor control to the required grade, level and alignment, Paisas Only

rolling with smooth wheeled, vibratory and tandem rollers to achieve the

desired compaction as per MORT&H Specification for Grdation Complete

Providing and applying asphalt painting on B.T. Surface with mechanical

Rupees Thirty Three and Eighty Paisas

7281.15 spreayer using bitumen VG -40 at the rate of 5.00 kg/10 Sqmt and rolling 33.80 CMT.

with smooth wheeledand pneumetic roller and brushing etc. complete.

Road marking with hot applied thermoplastic paints with reflectorising glass

beads on bitumin surface providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass beads @ 250gms per

sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per

IRC:35- 2015. The finished surface to be level, uniform and free from streaks

and holes. zebra patta /bump patta lane/center line/ edge line/cut patta. The Rupees Three Hundred Sixty Seven

white color marking should provide liminance coefficinet on cemend road and Seventy Two Paisas Only

shalll be min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux

during the service life during the day time. The marking should meet the

performance criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015. Warranty for the

Retro reflectivity should be two years.

Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile

sterine injuction high compressed molding with reflector made of MMC Rupees Three Hundred Seventy Five

(prismatic type of size 12cm x 6cm x 2.5cm) provided with bituminous and Seventy Two Paisas Only

adhesive 100g. with each unit for fixing. (High Intensity grade)

BILIMORA MUNICIPALITY-BILIMORA

Scheme :-OUTGROWTH

Name of Work :- Providing and laying carpet seal coat on the road leading from Nursery Road to Gandevi Main Road in Ward No.

Quantities Estimated Rates

Estimated but Total Amount according to

Estimated but Total Amount according to

Item No. Item Descrption Unit

may be more in Figure in Words estimated quantities.

Excavation for pipe line trenches for water supply, sewerage line, manhole

etc. all with shoring and struting if required as per required gradient and line

including safety provisions using site rails and stacking excavated stuff Rupees One Hundred Two and Thirty

including up to all required lead cleaning the site etc. complete for all lifts and

Five Paisas Only

strata as specified (a) In all sorts of soil and soft murrum

Providing & Supplying ISI Standarad R.C.C. Pipe in Standarad length of

following class and diameter suitable for either collar joints or rubber

ring joints including all taxes, insurance, transportation, freight

Rupees One Thousand Three

9 1010.00 charge,octroi, inspection charges,loading, unloading,conveyance to 1361.00 CMT.

Hundred Sixty One Only

departmental stores, stacking etc. complete(IS-458/1989) Class NP-3

test pressure 0.7kg./sq.mt (450mm dia)

Lowering, laying and jointing R.C.C. pipe in C.M. 1:1/2 of following

diameters in proper position,grade and alignment as directed by

Rupees One Hundred Ninety Six and

10 1010.00 Engineer-in-charge including conveyance from stores to site of work, 196.65 CMT.

Sixty Five Paisas Only

labour,giving hydraulic testing as per isi coad (B) NP2,NP3,NP4(450mm

RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at

store or at site of work precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing including cost of Rupees One Thousand One Hundred

reinforcement M.S. Angles or Flate, curring mold work etc. Frame Twenty One Only

Suitable for 50vm opening of MH

Rupees One Thousand One Hundred

13 32.00 Cover Suitable for 50vm opening of MH 1173.00 Nos

Seventy Three Only

Providing and constructing Sewer manholes, scraper manholes and unit house Nos

connection chamber, as per the type design in brick masonry in C. M. 1:5 and inside

and outside 20mm thick plastering in C. M. 1:3 necessary 100 mm coping with

reinforcement in R.C.C M. 200 fixing C. I. steps and fixing manhole frame and covers

(But excluding supply of manhole frame and covers) over manholes and house Rupees Fourteen Thousand Five and

14 20.00 connection chambers and fixing Manhole covers (but excluding supplying of 14005.85

Eighty Five Paisas Only

manhole covers) over scraper manhole etc. complete, providing and fixing safety

chain wherever necessary as per the stipulations in the type design complete as per

latest CPHEEO manual. (excl. excavation) 1.Manhole type "A" as above but upto

mt. Add15 Labour cess

BILIMORA MUNICIPALITY-BILIMORA

Scheme :-OUTGROWTH

Name of Work :- Providing and laying carpet seal coat on the road leading from Nursery Road to Gandevi Main Road in Ward No.

Quantities Estimated Rates

Estimated but Total Amount according to

Estimated but Total Amount according to

Item No. Item Descrption Unit

may be more in Figure in Words estimated quantities.

2.Extra Depth Beyond 1.0 m but upto 1.5m depth For Atype Manhole Above Rupees Seven Thousand Six Hundred

Add15 Labour cess Twenty Two and Twenty Paisas Only

Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of

Rupees Twenty Five and Thirty Paisas

1010.52 surplus stuff as directed within a radius of 3 km. For 0.0 m to 1.50 m depth 25.30 CMT.

Add 1% Contingency

One percent of the Estimated cost of work put to tender shall be recovered from the running bills of the contractor as testing charges, after deducting the cost of material proposed in

scheduled-A at basic rate. One percent labour cess will be deducted from contractor’s bill.

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 put to tender : . Estimated amount put to tender :

Signature of the Contractor