Submition Of Annual Rates For C.R To All Types Road Ashpalt Works In R And B Division Botad

Name of Work : Submition of Annual Rates for C.R to All Types of Roads Ashphalt Works in Botad Taluka Urider Tlie R & B State

Division Botad For Year 2026-27

Sr. No Item Description Estimate Rate 1%L.C Unit

1 Providing and laying Manually Bituminous grout base course (BUSG) 37 50 mm thick in One 388 00 3,BB 391,88 Sqmt

layer on Exesting surface with take coat of Emulsion Rs-l at the rate of 2.50 kg/1osqmt &

Ashphalt VG'30 g.ade @ 20kg/10 sqmt with the layer of machine crushed black stone

aggregates 40 to 50 mm size MCBT at the rate of 0.90 cumt / 10.00 Sqmt with dry rotling and

spreading key aggregale 12 mm size at the rate of 0.18 cumt per 10 sqmt with dry rolling and

spreading slone dust at the rate of 0.084 cumt/ 10.00 sqmt including cost of rolling with vib.atory

roller, ashphalt, fuel, kerosene, stone dust etc complete.

2 Providing and laying Manually Bituminous grout base course (BUSG) 75 mm thick in One layer 486 00 486 490 86 Sqmt

on Exesting surface with take coat of Emulsion Rs-1 at the rate of 2.50 kg/1osqmt & Ashphalt

VG-30 grade @ 20kg/10 sqmt with the layer of machrne crushed black stone aggregates 40 to

50 mm size MCBT at lhe rate of 0.90 cumt / 10 00 Sqmt with dry rolling and spreading key

aggregate 12 mm size al the .ate of 0.18 cumt per 10 sqmt with dry rolling and spreading stone

dust at the rate of 0 084 cumU 10.00 sqmt including cost of rolling with vibratory roller, ashphalt,

fuel, kerosene, stone dust etc complete

3 Providing and laying Bituminous grout base course (BUSG) 75 mm thick compacted with 3384 00 33 84 3417 84 t\47

bilumen of grade of VG- 30 (60/70) at 1 99 % by weight of mix for mixing and Take Coat RS-1,

2.5 kg/10 Sqmt of road surface by mechamical sprayer including cleaning and heating asphalt

premix materials by drum mix process in proper gradation and laying by Manually including

consolidation with power roller & providing and operating plant & machinery equipment includig

cost o{ fuel, oil, lubricant labour charges including cost of asphalt aggrgate etc, completed By

Using Contractor's Own Machineries and Drum Mix Plant as per lnstruction of Engineer ln

Providing and laying Bituminous g.out base course (BUSG) 75 mm thick compacted with 2901.00 29 01 2930.01 tvlT

bitumen of grade of VG- 30 (60/70) at 1.99 % by weight of mix for mixing and including cleaning

and heating asphalt premix materials by drum mix process in proper gradation and laying by

tulanually including consolidation with power roller & providing and operating plant & machinery

equipment includig cost of fuel, oil, lubricant labour charges including cost of asphalt aggrgate

etc, completed By Using Contractor's Own Machineries and Drum Mix Plant as per lnstruction of

Engineer ln Charge (Walhout Take Coal)

5 Providing and laying Bituminous grout base course (BUSG) 37.50 mm thick compacted with 2901 00 29 01 | 2930 01 IV]T

bitumen of grade of VG- 30 (60/70) at 1 99 % by weight of mix for mixing and including cleaning

and heating asphalt premix materials by drum mix process in proper gradatlon and laying by

l\,Ianually includrng consolidation with power roller & providing and operating plant & machinery

equipment lncludig cosl of fuel, oil, lubricanl labour charges including cost of asphalt aggrgate

elc., cornpleted By Uslng Contractor's Own Machineries and Drum Mix Planl as per lnstruction of

Engineer ln Charge (Without Take Coat)

6 Providing and laying Bituminous grout base course (BUSG) 37 5 mm lhick compacted with 3142 00 31 42 3173.42 t\,17

bitumen of grade of VG- 30 (60/70) at 1.99 % by weight of mix for mixing and Take Coat RS-1,

2.5 kg/10 Sqmt of road surface by mechamical sprayer ancluding cleaning and heating asphalt

premix materials by drum mix process in proper gradation and laying by lranually including

consolidation with power roller & providing and operating plant & machinery equipment includig

cost of fuel, oil, lubricant labour charges including cost of asphalt aggrgate etc., completed By

Using Contractor's Own Machineries and Drum Mix Plant as per lnstruction of Engineer ln

1 Providing and laying 25 mm thick Semi Dense Bituminous Concrete for paver patta work using 5076 00 50 76 5126 76 MT

specified graded crushed Black trap stone aggregates as per MORTH gradation VG 30(60,70)

bulk bitumen for mixing at the rate of 5 0 % (50.0 Kg./lv].T.) by weight of the total mix including

heating and mixing the asphalt and aggregates by Drum mix plant and spreading same by

censor paver frnisher to the required camber and grade, including rolling with vibratory roller to

achive desired density including cost ol clearing using mechanical cleaner using, fire wood, oil,

Kerosene. labour charges and hire chaages of machinaries elc. complete By Using Conkactor's

Own Machinenes and Drum lvlix Plant as per lnstruction of Engineer ln Charge. Without Iake

B Providing and laying 25 mm thick Semi Dense Eitumino{rs Concrete for paver patta work using 5391.00 53 91 5444 91 MT

specified graded crushed Black trap stone aggregates as per MORTH gradation using RS-1 for

tack coat at the rate 2.5 Kg. / 10 Sq.m. with mechanical sprayer and VG 30(60/70) bulk bitumen

for mixing at the .ale al 5.0 o/o (50.0 Kg./M.T.) by weighi of the total mix including heating and

mixing the asphalt and aggregates by Drum mix plant and spreading same by censor pave.

finisher to the required camber and grade, including rolling with vibratory roller to achive desired

density including cost of clearing using mechanical cleaner using, fire wood, oil, Kerosene,

labour charges and hire charges of machinaries etc complele By Using Contractois Own

Machineries and Drurn [rix Plant as per lnstruction of Engineer ln Charge

I Providing & laying 30mm thick BITUMINOUS CONCRETE with batch type Drum l\rix Plant 5719 00 57 19 571619 I\,'IT

(DMP) using crushed aggregates of specified grading, premix with Take Coat 2.5 kg/10 Sqmt RS

1 and VG 30 Grade bituminous binder @ 5.5 per cent by weight of total mix and flller,

transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control

to the required grade, level and alignment, rolling with smooth wheeled, vlbratory and tandem

roliers to achiev the desked compaction complete, all as per MORTH specification

10 Providing & laying 30mm thick BITUIMINOUS CONCRETE wlth batch type Drum Mix Plant 5468.00 54 68 5522.68 IVIT

(D[,4P) using crushed aggregates of specified grading, premix with bituminous binder @ 5.5 per

cent by weight of total mix and filler transporting the hot mix to work site, laying with a

hydrostat c paver finisher with sensor control to the required grade, level and alignment, rolling

with smooth wheeled, vibratory and tandem rollers to achiev the deslred corrpaction complete,

a l as per MORTH specification (W hout Take Coat)

11 Providing and laying 50 mm D.B.lvl. with B.T. Aggregate as per MORT&H specification Bitumen 4737 00 47.37 4784 37 MT

VG-30 Grade Without Tack coat and for mixing VG-30 G,ade @ 45.00 Kg./MT ie. 4.5 % by

total weight of mix heating and mixing the aggregate & asphalt in continuous batch mix

planVDrum lvlix Plant and t.ansporting to site and spreading the same by sensor paver finisher &

consolidation with vibratory roller including providing all materials equipments, tools & plant, fire

wood, oil, kerosene, labour charges etc complete using contractor's own machinery batch max

plant & sensor paver finisher etc. complete

12 Providing and laying 50 mm D.B.[i1. with B.T. Aggregate as per MORT&H specification RS-1 4858.00 48.58 4906 58 IVT

fot 2.5 Kg I 10 Sqm Tack coat and for mixing @ Bitumen VG-30 45.00 Kg./l\IT. ie. 4.5 % by

total weight of mix heating and mixing the aggregate & asphalt in continuous batch mix

plant/Drum Mix Plant and transportang to site and spreading the same by sensor paver finisher &

consolidation with vibratory roller including providing all materials equipments, tools & plant, fire

wood, oil, kerosene, labour charges etc. complete using contractor's own machinery batch mix

plant & sensor paver finisher etc. complete

13 Providing and Laying 20 mm thick mix SealSurface for patch work (paver patta) usang B.T. stone 5179 00 5179 5230.79 t!17

aggregate chips at the rate of 0.66 cum/lM.T. as per gradation of MORTH and asphalt VG-30 for

mixlng at 5 09% (i.e.50.90 kg./N,4.T.) of total mix heating & mixing by continuous batching of drum

mix plant and transpoding, spreading, laying the same by paver finisher and consolidation with

vibratory power roller including cost of fuel, kerosene, lubricant, labour charges etc. comp. usang

contractor's own drum mix plant, necessary equipments, tools and plants etc. complete. Withorrt

14 Provading and Laying 20 mm thick mix Seai Surface for patch work (paver patta) using B.T. stone 5572 00 55 72 5627.72 MT

aggregate chlps at the rate of 0 66 cum/M T as per gradation of MORIH and RS-1 emulsion for

tack coat at the rate of 2.50 Kg/1osqm and asphalt VG-30 for mixlng at 5.09% (i.e.50.90

kg./M T.) of total mix heating & mixing by continuous batching of drum mix plant and

transporting, spreading, laying the same by paver finisher and consolidation with vibratory power

roller including cost of fuel, kerosene, lubricant, labour charges etc. comp. using contractois own

drum mix plant, necessary equipments, tools and plants etc. complete

Providing & laying 50 mm thick B.M.Paver Patta with BT slone aggregates at the rate 0.66 3917 00 39 17 3956 17 l\,11 l

Cu ilt./ [4 T. as par M O S.'f gradation Without Tack coat and for mixing aggregates with asphalt I

VG-30 at the 'ale of 3.4yo i.e. 34kg/l\, Tof total mix of asphalt weiqht lncluding heating & I

mixing in drum mix plant, spreading the same by paver finisher and consolidation with vibrator

roller including the cost of fuel, hire charges, wood,kerosene,labour charges etc.By Using

Conlractor's Own Machineries and Drum Mix Plant as per lnstruclion of Engineer ln Charge

16 Providing & laying 50 mm thick B.M.Paver Patta with B T. stone aggregates at the rate 0.66 4081.00 40.81 4121 81 MT

Cu.lvlt./ M.T. as par l\4.O S.T gradation and rapid curing emlusion for tack at the rate of 2.50 Kg.

per 10 Sq.N/lt. of road surface by mechamical sprayer and for mrxing aggregates with asphalt VG

30 at the rate of 3.4% i e. 34kg/M T. of total mix of asphalt weiqht including heating & mixing in

drum mix plant, spreading the same by paver finisher and consolidation with vibrator roller

including the cost of fuel, hare charges, wood,kerosene,labour charges etc By Using Contractor's

Own IVIa.hioeries and Dnrm l\rix P,anl es oer lnslruction of Enoineer ln Charoe

Note : Agency has Quote Percentage Above/Below Only, Which is Applicable Uniformly to All ltems Mentioned in Above Schedule-B

t Estimated Amount 'Eslimated Amounl

Put to tender Rs...-.. Put to tender Rs

Deduct r.-........% Below Rs Add :..........% Above Rs-..

1 All work shall be c€rned out as per Public works Department Handbook and olher speciijcatrons o{ divisron or MORT&H as direcled by the Engineerin-Charge of work

2 Allthe columns in Schedule should be lilled in ink and the totaloflhe entries in the lastcolumn should be struck by the contractor under his signature.

3 Rates quoted include clearance of site (praor commencement ofwork and at its close) in all respects and hold good for work under all conditions, site, moisture, weather etc

To be continued on additional sheets, iffound necessary.

5 The Contracior shall exhibat a board with deteiled specific.tion and details ot wo.k as direcled by the Enganeerlncharge fo{ which no extra payment shall be lllade.

6 The labour cess will have to be paid 1% of the total amounl put to tender

7 Rates shall be inclusiveof allthe taxes and levres inclldinq G.S T.

Signature ol the contractor

Deputy Executive Engineer

Executive Engineer