BID DOCUMENTS FOR ANNUAL RATE CONTRACT FOR ROAD RESURFACING OF R.C.C./C.C. ROAD FOR BAREJA NAGARPALIKA – BAREJA

Total Amount Rs.

4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix

design the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input

rate mentioned in all the tender.

5. TPI & PMC Charges will be deducted from the Contractor’s each RA Bill up to 3% Maximum.

6. Bidder has to quote rates without GST, GST will be applicable extra on tender rate.

Consulting Civil Engineer Municipal Engineer

DD (OPC) PVT LTD Bareja Nagarpalika

Ahmedabad Bareja

Bareja Nagarpalika

BAREJA NAGARALIKA BAREJA

DIST: AHMEDABABD.

BID DOCUMENTS FOR ANNUAL RATE CONTRACT FOR R.C.C. / C.C. ROAD AND ASPHALT ROAD FOR BAREJA NAGARPLAIKA BAREJA, DIST.:

ANNUAL RATE CONTRACT FOR R.C.C. / C.C. ROAD AND ASPHALT ROAD FOR BAREJA NAGARPLAIKA AREA

DESCRIPTION Estimated but may UNIT RATE AMOUNT Rs.

be more or less

Earthwork for embankment including breaking clods, dressing with all lead and

1.00 lift (excluding watering and consolidation)(E) From Borrow area within 3.0 Km. 1.00 Cu.M. 161.22

Demolition including stacking of serviceable materilas and disposal of

2.00 unserviceable materials with all lead and lift. (i) R.C.C. work 1.00 Cu.M 1030.81

Demolition and disposal of unserviceable materials with all lead and lift.(i)

Demolition of Brick work and stone masonry including stacking of serviceable

4.00 materilas and disposal of unserviceable materials with all lead and lift. (i) In 1.00 Cu.M 365.87

Demolition of Brick work and stone masonry including stacking of serviceable

5.00 materilas and disposal of unserviceable materials with all lead and 1.00 Cu.M 550.40

lift.(ii) In Cement Mortar.

Dismentaling tiledof stone floors laid inmortar including stacking of serviceable

6.00 materilas and disposal of unserviceable materials with all leadand lift. 1.00 Sqm 47.72

Finishing wall with weather proof exterior emulsion paint on wall surface

(two coats) to give an required shape even shade after thoroughly

brushing the surface to remove all dirt, and remains of loose

powdered materials.etc complete

Applying priming coat over new steel and other metel surface after and

including preparing the surface by throughly cleaning, oil,grease, dirt and

8.00 other foreign matter and scoured with brushes fine steel wood, scrapers 1.00 Sqm 35.17

and sand paper with ready mixed priming paint brushing red lead.

Applying two coats of putty & two coats of primer of approved brand and

manufacture on new wall surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and other foreign

matter and sand papered smooth.

Scarifying gravelled macadam or bitumen macadam surface 6 cm to

10.00 cm.depth including stacking useful materials on road side and disposing off 1.00 Sqm 39.62

remaining stuff.

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 50Mt.lead.

Carting of debris, ruff kota ston, earth or any wastage material on site

including loading, unloading within nadiad municipal corporation area as

directed by engineer - in- charge. (a) 5.00 KM LEAD

Construction of 150mm thick Granular Sub Base (Grading I) by providing coarse

graded Black Trap material, mixing by machanical means / rotavator, spreading

in uniform layers with motor grader as per required slope and gradient on

prepared surface and compacting with vibratory roller at OMC to achieve the

desired compaction complete as per MORT & H clause

BAREJA NAGARALIKA BAREJA

DIST: AHMEDABABD.

BID DOCUMENTS FOR ANNUAL RATE CONTRACT FOR R.C.C. / C.C. ROAD AND ASPHALT ROAD FOR BAREJA NAGARPLAIKA BAREJA, DIST.:

ANNUAL RATE CONTRACT FOR R.C.C. / C.C. ROAD AND ASPHALT ROAD FOR BAREJA NAGARPLAIKA AREA

DESCRIPTION Estimated but may UNIT RATE AMOUNT Rs.

be more or less

Providing & laying spreading and compacting 150mm thick WBM Grade - II of

B.T.M.C. metal 25mm to 90mm size (hand brocken) 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

roller8-10 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, spreading and compacting 100 mm thick graded stone

aggregate to Wet Mix Macadam specification including premixing the material

with water at OMC in mechanical mix plant carraige of mixed material by tipper

tp site, laying in uniform layers with mechanical means in sub-base/base course

on well prepared surface and compacting with vibratory roller to achieve the

desired density.

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand

16.00 broken stone aggregates 40 mmnominal size) and curing complete excluding 1.00 Cu.M 3005.76

cost of formwork in (A) Foundation and Plinth

Providing and laying cement concrete 1:4:8 (1- Cement: 4- coarse sand : 8- hand

17.00 broken stone aggregates 40 mm nominal size) and curing complete excluding 1.00 Cu.M 2680.21

cost of formwork in (A) Foundation and Plinth

Rolling and consolidation of soling including filling in depression which occur

during the process, with power roler 8 tonne to 12 tonne.

Providing and casting in situ controlled cement concrete M-150 for average

mm thick Wearing coat laid as directed including tamping ,vibrating, finishing,

curing and filling in joints with bitumen complete.

Providing and casting in situ controlled cement concrete M-200 for average

20.00 mm thick wearing coat laid as directed dincluding tamping, vibrating, finishing, 1.00 Cu.M 5124.28

curing and filling in joints with bitumen complete

Supplying promoulded bituminous joint filler.(i) 12mm thick

Supplying promoulded bituminous joint filler.(ii) 20mm thick

Supplying promoulded bituminous joint filler.(iii) 25mm thick

Filling in foundation and plinth with murrum or selected soil in layers

24.00 of 20cm. thickness including watering, ramming and consolidating etc. 1.00 Cu.M 289.06

Providing TMT Bar FE 500D reinforcement for R.C.C. work including

25.00 bending, binding and placing in position complete upto floor two level 1.00 kg 76.52

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 :

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.

BAREJA NAGARALIKA BAREJA

DIST: AHMEDABABD.

BID DOCUMENTS FOR ANNUAL RATE CONTRACT FOR R.C.C. / C.C. ROAD AND ASPHALT ROAD FOR BAREJA NAGARPLAIKA BAREJA, DIST.:

ANNUAL RATE CONTRACT FOR R.C.C. / C.C. ROAD AND ASPHALT ROAD FOR BAREJA NAGARPLAIKA AREA

DESCRIPTION Estimated but may UNIT RATE AMOUNT Rs.

be more or less

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block

80mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 :

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.

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete

block 30cm length,30cm height and 15cm thick of M 200 grade concret as per

28.00 approved design and including excavation for fixing in proper line and 1.00 Nos. 384.96

level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete.

Renovation of manhole by increasing the height at top including cost of

excavation, refitting of c . I. manhole frame and cover curing etc. complete incl.

all carting and providing of materials which is required for the purpose (except

manhole frame and cover) --For all type manhole by providing RCC 1:2:4

Partition walls with required reinforcement 25 cm thick and circular opening

with 500mm clear dia and 0.40 mt. av. ht.

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 reinforcement M.S.Angles or Flot,

curing mold work etc.- Heavy Duty - Frame suitable for 50cm opening of MH

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 reinforcement M.S.Angles or Flot,

curing mold work etc.- Heavy Duty - Cover suitable for 50cm opening of MH

Fixing all types of frame and cover in C.C. 1 :2:4 including carting etc.comolete

32.00 excluding cost of R. C. C. 1.00 Nos. 320.850

Providing & Laying M.S. Side rail of road thickness with necessry nut boit plates,

fixing as per width applaying plates vibrator, electric or diesel on channel comp.

with V.D. Systems (Trimix) by using the necessary equipments

material & Machinery, such as running screed vibrator on prelaid M.S.

channel for leveling vaccum pumps, floating & power trowling etc. compl. also

including gruv cutting and filling joint with bituminous every 5 mtr. (ind

BAREJA NAGARALIKA BAREJA

DIST: AHMEDABABD.

BID DOCUMENTS FOR ANNUAL RATE CONTRACT FOR R.C.C. / C.C. ROAD AND ASPHALT ROAD FOR BAREJA NAGARPLAIKA BAREJA, DIST.:

ANNUAL RATE CONTRACT FOR R.C.C. / C.C. ROAD AND ASPHALT ROAD FOR BAREJA NAGARPLAIKA AREA

DESCRIPTION Estimated but may UNIT RATE AMOUNT Rs.

be more or less

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 white color

marking should provide liminance coefficinet on cemend road shalll be min

cd/m2/lux and Asphalt road shall be min 100 Mmcd/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

Supplying and fixing cat eye made out from Acrilo beautile sterine injuction

high compressed molding with reflector made of MMC (prismatic type of size

12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with each unit

for fixing. (High Intensity grade

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 2.50 Kg./10 sq.mt. for B.T. surface &

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 asphalt for tack cost at a rate of 2.50 kg./10 Sqmt. & 60/70 (VG30)

Grade bulk bitumen for mixing at rate of 34 Kg/M.T. i.e. 3.40 % by weight of

37.00 total mix using continuous batching drum mix plant & laid by paver finisher 1.00 MT 4010.25

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. including

heating the asphalt (60/70 Grade) (VG30) and aggregates by continuous

38.00 batching drum mix plant machineries equipment, tools, plant, fire wood oil, 1.00 MT 5291.39

kerosene and all labour charges etc. complete (using contractors own drum mix

plant and machineries.

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.

Providing & applying evenly priming coat with bitumen Emulsion (SS1) on

prepared surface of granular base including cleaning of road surface and

sparying primer at the rate of 7.50 Kg. / 10 Smt using mechanical means.

BAREJA NAGARALIKA BAREJA

DIST: AHMEDABABD.

BID DOCUMENTS FOR ANNUAL RATE CONTRACT FOR R.C.C. / C.C. ROAD AND ASPHALT ROAD FOR BAREJA NAGARPLAIKA BAREJA, DIST.:

ANNUAL RATE CONTRACT FOR R.C.C. / C.C. ROAD AND ASPHALT ROAD FOR BAREJA NAGARPLAIKA AREA

DESCRIPTION Estimated but may UNIT RATE AMOUNT Rs.

be more or less

Add for restoration of infrastructures like Kharkuwa. Electncal Line, Telephone

41.00 cables all types. Water lines. gas line. septic tanks etc. Kharkuwa Reparing 0.00 1.00 Nos. 2103.35

Stamp with signature of contractor

Construction of 150mm thick Granular Sub Base (Grading I) by providing coarse graded Black Trap material, mixing

by machanical means / rotavator, spreading in uniform layers with motor grader as per required slope and gradient

Item NO.17 on prepared surface and compacting with vibratory roller at OMC to achieve the desired compaction complete as per

MORT & H clause

(A)Lead for aggregates 60 km R&B SOR 2024-25

(B)Lead for Bulk Asphalt 60 km

Carting per unit for lead Total Cost

Basic Lead up @ site of

Sr. No. Particulars

Rate to 5 Above 55 Km. work per

1. Cost of Materials for G.S.B.

Matel 40 to 63mm

Statement 1, Item

Kapachi 10 to 20mm

Statement 1, Item

Statement 1, Item

(A) Cost of Materials inclduing conveyance chares.

Sr. No. Material Qty. Rate Per Amount

2 Kapachi 10 to 20mm @ 45% 0.5760 1168.12 Cmt.

3 Course sand 2.36mm and below @ 20% 0.2560 977.17 Cmt.

(B) Cost of Labour and Machinaries

Sr. No. Material Qty. Rate Per Amount

1 Labour 0.3500 493.00 Each 172.55 LO22-PG NO

2 Grader 0.0200 1309.32 Hour 26.19 HO19-PG NO

3 Vibratory Roller 0.0200 842.37 Hour 16.85 HO20-PG NO

Total = (A) + (B) 1693.26 Rs/Cmt

For W.B.M. Grade - II

Providing & laying spreading and compacting 150mm thick WBM Grade - II of B.T.M.C. metal 25mm to 90mm size (hand

brocken) 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 roller8-10 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.

(A) Hand broken Metal (25 to 90mm) Total Lead 96 Km.

(i) Basic Rate 25 to 90 mm Size (P.No.07/M273) Rs.

(ii) Lead up to 5 Km.

(iii) Remaining Lead 55 Km. KM 91 7.52

(B) Stone Screening 13.20mm size Total Lead 96 Km.

(i) Basic Rate (P. No. 5/I.Code.M176) Rs.

(i) Lead up to 5 Km.

Remaining Lead 55 Km. KM 91 6.77

(C) Filler Materials Stone Dust With Lead 96 Km.

(i) Basic Rate (P. No. 15/I.No.M566) Rs.

(i) Lead up to 5 Km.

Remaining Lead 55 Km. KM 91 6.77

No. Materials Quantity Rate Unit Amount

1 B.T. Metal 25 to 90 mm size 1.21 1021.73 Cumt.

2 Stone Screening 13.20mm 0.16 1168.12 Cumt.

3 Filler Materilas Stone Dust 0.08 847.50 Cumt.

4 Spreading Metal (P.No. 165/I.Code.26018A,I.No.26.2) 1.21 247.28 Cumt.

5 Spreading stone screening binding materials Stone Dust 0.24 146.01 Cumt.

6 Rolling & Consolidation (P.No.221/I.Code.26118C,I.No.0) 1.00 58.50 Cumt.

RATE ANALYSIS -3

Providing and laying, spreading and compacting 100 mm thick graded stone aggregate to Wet Mix Macadam specification

including premixing the material with water at OMC in mechanical mix plant carraige of mixed material by tipper tp site,

laying in uniform layers with mechanical means in sub-base/base course on well prepared surface and compacting with

vibratory roller to achieve the desired density.

Cost for 225 Cum

Item Qty. Unit Rate Amount

Mazdoor Skilled 2.00 Day 766.00 1532.00 L023

Wet mix plant of 75 TpH capacity 6.60 Hour 990.00

Front end loader 1 Cum capacity 6.00 Hour 572.00

Paver Finisher 6.00 Hour 1251.00

Water Tanker 12.00 Hour 169.49 2033.88 M673-Pg No.18

Tipper 24.00 Hour 220.00

Vibratory roller 3.90 Hour 40.68 158.652 H013-Pg No.35

add 10 % of cost of carriage to cover cost of loading & unloading

Sr Upto 5km Effective 10km to Effective Lead

Material Basic Rate

No Lead Lead 15km Rate

3 2.36mm to 75 micron Stone dust @ 30% 149.63 81.80 91.00 6.77

Material Qty Unit Amount

1 M/c B.T. Metal 45mm To 22.4 mm @ 30% 67.50 1200.90 Cum

3 Stone Dust below 2.36 mm size @ 30% 67.50 847.50 Cum

(F) Total Cost = A+B+C = 272687.53 Per 225 Cum

Add 1% Water Charges =

Add 10% Contractor Profit =

i.e. Cost Rs. =

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 2.50 Kg./10 sq.mt. for B.T. surface & 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.

1 Sevalya To Bareja - 96 Km

(A) Crushed Metal (25mm to 40mm) Total Lead 96 Km.

(i) Basic Rate 25mm to 40mm Size Crushed metal

(P.No.38/I.Code.26012C,26012B/I.No.26.5) Rs.

(ii) Lead up to 5 Km.

(iii) Remaining Lead 5 Km. 91 KM 5.91

(A) Stone Screening 10mm to 20mmsize Total Lead 96 Km.

P.No.38/I.Code.26012D,26012E,26012F/I.No.26.5)

(ii) Lead up to 5 Km.

(iii) Remaining Lead 5 Km. 91 KM 5.91

(A) Stone Screening 6mm to 10mm size Total Lead 96 Km.

(i) Basic Rate (P.No.38/I.Code.26012G,26012F/I.No.26.5), (380+285)/2 Rs.

(ii) Lead up to 5 Km.

(iii) Remaining Lead 5 Km. 91 KM 5.91

S.No. Material % age Qty Rate Unit Amount

3 Bt Chips 6mm to 10mm @ 10% = 10/100 x 0.66 ( C )

Total 0.660 Total

Wt of Aggregate in 1 Mt. of Mix 1000.00 - 19.90

(B) Cost of Asphalt

For tack coat at Rate of Tack Coat 1/0.075/2.00 = 6.667 M.T.

1 M.T. Will Cover 1 M.T. = 6.667 Sqmt.

For Mixing = 19.90 Kg./M.T.

Total : 22.57 Kg./M.T.

Rate of Bulk Asphalt 60/70 (VG30) Rs.

(C) Labour Charge (P.No.43/I.Code.26036/I.No.0) Rs.

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 asphalt for tack cost at a rate of 2.50 kg./10 Sqmt. & 60/70 (VG30)

Grade bulk bitumen for mixing at rate of 34 Kg/M.T. i.e. 3.40 % by weight of total mix 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 Sevalya To Bareja - 96 Km

(A) 19mm to 26.5mm Total Lead 96 Km.

(i) Basic Rate 25mm to 40mm Size Crushed metal (P.No.38/I.Code.26012D/I.No.26.5)

(ii) Lead up to 5 Km.

(iii) Remaining Lead 5 Km. 91 KM 5.91

(A) 13.2mm to19mm Total Lead 124 Km.

(i) Basic Rate 25mm to 40mm Size Crushed metal

(P.No.38/I.Code.26012D,26012F/I.No.26.5)

(ii) Lead up to 5 Km.

(iii) Remaining Lead 5 Km. 91 KM 5.91

(A) 4.75mm to 13.20mm Total Lead 124 Km.

(i) Basic Rate 25mm to 40mm Size Crushed metal

(P.No.38/I.Code.26012G,26012F/I.No.26.5),

(ii) Lead up to 5 Km.

(iii) Remaining Lead 5 Km. 91 KM 5.91

(A) 2.36 mm to 4.75mm size Total Lead 124 Km.

(i) Basic Rate 25mm to 40mm Size Crushed metal (P.No.38/I.Code.26012G/I.No.26.5)

(ii) Lead up to 5 Km.

(iii) Remaining Lead 5 Km. 91 KM 5.91

(A) Stone dust 0.075mm to 2.36mm size Total Lead 124 Km.

(i) Basic Rate 25mm to 40mm Size Crushed metal (P. No.24/I.No.M566)

(ii) Lead up to 5 Km.

(iii) Remaining Lead 5 Km. 91 Km. 5.91

No. Material % age Qty Rate Amount

Stone dust 0.075mm to 2.36mm size @ 11% ( E )

Cost of Materials Per 1.00 M.T.

(B) Cost of Asphalt

For tack coat at Rate of Tack Coat 1/0.05/2.20 = 12.12 M.T.

1 M.T. Will Cover 1 M.T. = 12.12 Sqmt.

For Mixing = 34.00 Kg./M.T.

Total : 37.03 Kg./M.T

Rate of Bulk Asphalt 60/70 (VG30) Rs.

.(C) Labour Charge (P.No.43/I.Code.26036/I.No.0) 489.54 ....................(C)

Total of A + B + C =

Say Rs. 3970.54 / MT

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. 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.

Considering cost for 1.00 M.T. (A)

1 Sevalya To Bareja - 96 Km

(A) B.T. Chips 13.2mm to 9.5mm Total Lead 96 Km.

(i) Basic Rate 25mm to 40mm Size Crushed metal

(P.No.38/I.Code.26012E,26012F/I.No.26.5), Rs.

(ii) Lead up to 5 Km.

(iii) Remaining Lead 5 Km. 91 KM 5.91

(A) B.T. Chips 9.5mm to 4.75mm Total Lead 96 Km.

(i) Basic Rate 25mm to 40mm Size Crushed metal (P.No.38/I.Code.26012G,26012F/I.No.26.5)Rs.

(ii) Lead up to 5 Km.

(iii) Remaining Lead 5 Km. 91 KM 5.91

(A) B.T. Chips 4.75mm to 2.36mm Total Lead 96 Km.

(i) Basic Rate 25mm to 40mm Size Crushed metal (P.No.38/I.Code.26012G/I.No.26.5) Rs.

(ii) Lead up to 5 Km.

(iii) Remaining Lead 5 Km. 91 KM 5.91

(A) (D) do 1.18 to 2.36mm, do 300 Micron to 1.18mm, do 75 to 300 Micron Stone Dust Total Lead 96 Km.

(i) Basic Rate 25mm to 40mm Size Crushed metal (P. No.24/I.No.M566) Rs.

(ii) Lead up to 5 Km.

(iii) Remaining Lead 5 Km. 91 KM 5.91

A Material % Age. Quantity Unit Rate Amount

Cost of Aggregate

B.T. Chips 13.2mm to 9.5mm @ 5% 5% 0.033 Cumt. 1044.74

B.T. Chips 9.5mm to 4.75mm @ 52% 52% 0.3432 Cumt. 952.11

do 300 Micron to 1.18mm 0.2079 Cumt. 769.24

do 75 to 300 Micron

Stone Dust 100% 0.66 Total :

Cost Aggregate for 1.00 M.T.

B Cost of Asphalt

For tack coat at Rate of Tack Coat 1/0.025/2.30 = 17.39 M.T.

1 M.T. Will Cover 1 M.T. = 17.39 Sqmt.

For Mixing = 50.00 Kg./M.T.

Total : 54.35 Kg./M.T.

Rate of Bulk Asphalt 60/70 (VG30) Grade = 77081.00 /1.00 M.T.

Cost of Asphalt

C Labour Charge (P.No.43/I.Code.26036/I.No.0) = 489.54 /M.T. .........(C)

Total : 5239.00 /M.T.

Say Rs. 5239.00 /M.T.

RATE ANALYSIS -

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.

Rate Analysis for 10 sqmt

No. Describtion Qty. Rate Per Amount

Cost of asphalt 60/70 (VG-30) grade

@ 5 Kg/ 10 Sqmt

Labour charge for Painting (P.No.173/I.Code.26024) Rate for

2 providing track coat@10kg/10sqmt. Rs. 6.62/Sqmt. Less Rate for 10.00 3.47 Sqmt.

5kg/Sqmt. 5.00x0.63 = 3.15, Net Cost= 6.62 - 3.15 =Rs. 3.47/Sqmt.

3 Supplying Stone Dust on road side as direct (R.A.) 0.03 848.00 Cumt.

Spreading stone dust

(P.No.174/I.Code.26020B)

Consolidation of surface dressing in one coat with power roller

including cost of fuel hire charges of roller etc. complete.

(P.No.175/I.Code.26037)

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.(i)

Water bound macadam surface (New).

Net cost per 10 Sqmt :

Net cost per 1 Sqmt :

Say Rate per sqmt. :

Supplying Stone Dust on road side as direct (P.No.31/Sr. 91 Km. x

No.624/Code.M-566) Lead at 10KM 5 Km

RATE OF ASPHALT

Bitumen Prices by Indian Oil Corporation Ltd.

Ex-Refinery prices exclusive of taxes (Rs./Metric tonne)

Applicable from: 16/5/2025

KOYALI - Refinery

Sr.No. Bulk Asphalt Basic Rate Unit

Rate of Charges of

Total Conyeyance Additional Total Basic Total

Sr. Additional Additional

Materials Lead in charges for Lead in Amount Rate of Amount SAY Rs. Per

Km 5Km. lead. Km [(C)-5] [(D)+(G)] Materials (H)+(I)

Cumt./km [(E)x(F)]