Maintenance Work Km 264.000 to 274.000 of NH-74

8/13/2019 Maintenance Work Km 264.000 to 274.000 of NH-74

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DIVISION: NH Division, PWD, BAREILLYKM - 268

1 2 3 5 6 7 8 9 10 11 12up to 50 KM

268 Lal Kuan 500 64 494.50 449.55 949.55 949.55 949.55 51 to 64 KM

268 Lal Kuan 510 64 494.50 449.55 959.55 959.55 959.55 Total =Less Loading=

268 Lal Kuan 540 64 494.50 449.55 989.55 989.55 989.55 Rs

268 Lal Kuan 600 64 494.50 449.55 1049.55 1049.55 1049.55

268 Lal Kuan 600 64 494.50 449.55 1049.55 1049.55 1049.55Quarry to KM -KM

268 Lal Kuan 600 64 494.50 449.55 1049.55 1049.55 1049.55

268 Lal Kuan 470 64 494.50 449.55 919.55 919.55 919.55

268 Lal Kuan 550 64 494.50 449.55 999.55 999.55 999.55

268 Lal Kuan 500 64 494.50 449.55 949.55 949.55 949.55

300 Local 380 380.001) Distances from quarry have been taken from the shortest route.

2) Quarry rates have been taken of the respective circle applicable.

3) Cartage rates has been taken approved by SE Lko. Circle in the RMR.

4) Quarry rates ar e for approved quarry and RMR rates are minimum .

N.H. Construction DivisionN.H. Construction Division 28th Circle N.H.P.W.D. Bareilly P.W.D. Bareilly P.W.D. Bareilly

Stone Dust

stone boulder 25-60 Kgs

Coarse Sand

Fine Sand

JUNIOR ENGINEER EXECUTIVE ENGINEER SUPERINTENDING ENGINEER

Stone grit 5.6 mm and below

Total(3+7)(Rs)

I.S.Transit

Tax(Rs)

Total of col.

(8+9)(Rs)

TradeTax oncol. 11

(Rs)

G.Total ofcol

11+12(Rs)

Stone Ballast ( 45-90 mm)

Stone Ballast ( 45-63 mm)

Stone Ballast ( 22.4-53 mm)

16mm-22.4mm/ 11.2mm/13.2mm/ 10-16mm

11.2-2.8 mm / 2.3-9.5 (6.7mm)

R

ROAD METAL RATES part-B

CIRCLE : 28th .Circle, N.H. P.W.D. , BareillyNH-74 ( New N H No -30 ) BAREILLY

Km. No.

Quarry QuarryRate( Rs)

Distencefrom

Quarry toSite (KM)

Cost of cartagewithoutloading

Cost of cartage

excludingC.P. (Rs)


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513 Seal Coat(ii) Case - II : Type B

Providing and laying of premix sand seal coat with HMP of appropriatecapacity not less than 75 tonnes/ hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

Unit = sqmTaking output = 7858 sqm (47.16 cum)a) Labour Mate day 0.160 125.00Mazdoor day 4.000 125.00b) Machinery HMP of 75 tonnes/hour. hour 2.000 11167.00Electric Generator Set 250 KVA hour 2.000 450.00Front end loader 1 cum bucket capacity hour 2.000 520.00Tipper 10 tonne capacity tonne.km 104 x 5' 14.50 Add 10 per cent of cost of carriage to cover cost of loading and unloadingPaver finisher hydrostatic with sensor attachment hour 2.000 629.00Smooth wheeled 8-10 tonnes capacity hour 2.000 297.00add : escaslation @ 35 % on machineryc) MaterialBitumen@ 6.80 kg per 10 sqm tonne 5.340 41682.80Crushed stone chipping of 6.7 mm size defined as passing 11.2 mm sieveand retained on 2.36 mm sieve applied @ 0.06 cum per 10 sqm

cum 47.160 1049.55

d) Overhead charges @10% input on (a+b+c)e) Contractor's profit @10% input on (a+b+c+d)Cost for 7858 sqm = a+b+c+d+e

Rate per sqm = (a+b+c+d+e)/7858say

Junior Engineer Assistant Engineer Executive En

Analysis of Rate for PART-B


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506 Built-up-Spray GroutProviding, laying and rolling of built-up-spray grout layer over preparedbase consisting of a two layer composite construction of compactedcrushed coarse aggregates using motor grader for aggregates. keystone chips spreader may be used with application of bituminousbinder after each layer, and with key aggregates placed on top of thesecond layer to serve as a Base conforming to the line, grades andcross-section specified, the compacted layer thickness being 75 mm

Unit = sqmTaking output = 3000 sqm (225 cum)

a) Labour Mate day 0.400 125.00Mazdoor including for brooming of key aggregates day 8.000 125.00Mazdoor skilled day 2.000 130.00b) MachineryHydraulic self propelled chip spreader both for aggregates and keyaggregates@ 1500 sqm per hour for 3000 x 3 sqm

hour 6.000 1700.00

Bitumen pressure distributor for 3000 x 2 sqm @ 1750 sqm per hour hour 3.430 516.00

Tipper 5.5 cum capacity hour 10.000 200.00smooth wheel roller 8 tonnes hour 6.000 297.00Front end loader 1 cum bucket capacity hour 6.000 520.00

add : escaslation @ 35 % on machineryc) MaterialBitumen30 kg per 10 sqm @ 15 kg per 10 sqm for each layer tonne 9.000 41682.80Crushed stone coarse aggregate passing 53 mm and retained on 2.8mm sieve @ 0.5 cum per 10 sqm for each layer

cum 300.000 989.55

Key aggregates passing 22.4 mm and retained on 2.8 mm sieve @0.13 cum per 10 sqm

cum 39.000 989.55

d) Overhead charges @10% input on (a+b+c)e) Contractor's profit @10% input on (a+b+c+d)Cost for 3000 sqm = a+b+c+d+eRate per sqm = (a+b+c+d+e)/3000

say




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3004.2 Filling Pot-holes and Patch Repairs with open-Graded Premixsurfacing, 20mm.Removal of all failed material, trimming of completed excavation toprovide firm vertical faces, cleaning of surface, painting of tack coat onthe sides and base of excavation as per clause 503, back filling the potholes with hot bituminous material as per clause 504, compacting,trimming and finishing the surface to form a smooth continuoussurface, all as per clause 3004.2

Unit = SqmTaking out put = 10250 sqm (205 cum)(450 Tonnes)a) Labour

Mate Day 3.760 125.00

Mazdoor Day 90.000 120.00Mazdoor skilled Day 4.000 130.00b) Machinery Air compressor 250 cfm hour 6.000 206.00HMP 100-110 TPH Capacity hour 6.000 11167.00Tipper 10 tonnes capacity hour 45.000 200.00Smooth wheeled roller 8-10 tonnes hour 12.000 297.00add : escaslation @ 35 % on machineryc) MaterialI) Bitumen tonne 14.970 41682.80ii) Bitumen emulsion for tack coat . tonne 2.460 36075.43iii) Aggregates

Crushed stone aggregates nominal size 13.2mm cum 184.500 1049.55Crushed stone aggregates nominal size 11.2 mm cum 92.250 1049.55d) Overhead charges @10% input on (a+b+c)e) Contractor's profit @10% input on (a+b+c+d)Cost for 4900 cum = a+b+c+d+eRate per cum = (a+b+c+d+e)/10250

say Note For detailed working of quantities of aggregates, refer item 5.8 of

chapter 5




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503 Tack CoatProviding and applying tack coat with bitumen emulsion usingemulsion pressure distributor at the rate of 0.25 kg per sqm on theprepared bituminous/granular surface cleaned with mechanical broom.

Unit = sqmTaking output = 3500 sqma) Labour

Mate day 0.080 125.00Mazdoor day 2.000 125.00

sub totalb) Machinery

Mechanical broom @ 1250 sqm per hour hour 2.800 230.00 Air compressor 250 cfm hour 2.800 206.00Emulsion pressure distributor @ 1750 sqm per hour hour 2.000 516.00

add : escaslation @ 35 % on machinerysub total

c) MaterialBitumen @ 0.25 kg per sqm tonne 0.875 41682.80

sub totala+b+c

d) Overhead charges @10% input on (a+b+c)e) Contractor's profit @10% input on (a+b+c+d)Cost for 3500 sqm = a+b+c+d+e

Rate per sqm = (a+b+c+d+e)/3500 Say




6/16

20.00500.00

22334.00900.00

1040.0075400.007540.001258.00594.00

30041.20

222586.1549496.56

41170.9945288.09

498168.99

63.4063.00

ineer


7/16

50.001000.00260.00

10200.00

1769.88

2000.001782.003120.00

6605.16

375145.20296863.64

38592.27

73738.8181112.70

892239.66297.41297.00

ineer


8/16

470.00

10800.00520.00

1236.0067002.009000.003564.00

28280.70

623991.5288745.55

193641.1496820.57

112407.15123647.86

1360126.48132.70133.00

ineer


9/16

10.00250.00260.00

644.00576.801032.00

788.483041.28

36472.4536472.4539773.733977.374375.11

48126.21

13.7513.75

ineer


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Sr NoRef. toMoRTHSpec.

Description Unit Quantity Rate Rs Cost Rs

5.21 (ii) Stress absorbing membrane (SAM) with crack width 6mm to 9 mm

Providing and laying of a stress absorbing membrane over acracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10sqm and spreading 11.2 mm crushed stone aggregates @0.12 cum per 10 sqm, sweeping the surface for uniformspread of aggregates and surface finished to conform toclause 902.Unit = sqmTaking output = 10500 sqma) Labour

Mate day 0.240 125.00 30.00Mazdoor day 6.000 120.00 720.00

SUB TOTAL 750.00b) Machinery

Mechanical broom @ 1250 sqm per hour hour 6.000 230.00 1380.00 Air compressor 250 cfm capacity hour 6.000 206.00 1236.00Bitumen pressure distributor @ 1750 sqm per hour hour 6.000 516.00 3096.00Hydraulic Chip spreader hour 6.000 1700.00 10200.00Smooth wheeled road roller 8-10 tonne hour 6.000 297.00 1782.00

17694.00 ADD 35 % ESCALATION ON MACHINARY 6192.90

SUB TOTAL 23886.90c) Material

Modified binder tonne 11.550 41682.80 481436.33Crushed stone chipping 11.2 mm size cum 105.000 1049.55 110202.27

SUB TOTAL 591638.60 A+B+C 616275.50

d) Overhead charges @ input on (a+b+c) 61627.55e) Contractor's profit @ input on (a+b+c+d) 67790.31Cost for 10500 sqm = a+b+c+d+e 745693.36Rate per sqm = (a+b+c+d+e)/10500 71.02

say 71.00

Junior Engineer Assistant Engineer Executive Engineer



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BITUMRN RATE FOR ( PART-B )

NH-74 268

Distance from Mathura Refinery 248Distance from Panipat Refinery 458MATERIAL Bitumen VG-

30(Bulk) FromMathura Refinery

( Rs )

Emulsion M/S (PackedReconditioned Drums from

Panipat Refinery )( Rs )

CRMB-55(Bulk) fromMathura Refinery

( Rs )

Basic Rates01-05-2012

A 35740.00 32160.00 35890.00

ExciseDuty@14%on 'A'

B 5003.60 4502.40 5024.60

EducationCess@3% on 'B'

C 150.11 135.07 150.74

Cartage(1.75/km) excluding 10%O.H. 279×2km

D 789.09 - 789.09

Cartage(1.75/km) excluding 10%O.H. 489X1.75

E - 777.95

EMPTY DRUMS (-)1500Total'(A+B+C+D+E)'

F 41682.80 36075.43 41854.43

SAY G 41683 36075 41854

JUNIOR ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

Rate w.e.f. 01- 05 - 2012CIRCLE : 28th Circle, NH , PWD, BAREILLY

DIVISION : N H Construction Division, PWD ,Bareilly

IN KM


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1 Date of Calling Tender2 Date of Receiving Tender3 Date of Openning Technical bid4 Bid Security5 Time of Completion6 Validity Period7 Cost of Tender Form

S. No. Item of work Unit Qty. Rate Per Amount1 Built-up-Spray Grout

Providing, laying and rolling of built-up-spray grout layer over prepared baseconsisting of a two layer compositeconstruction of compacted crushed coarseaggregates using motor grader for aggregates. key stone chips spreader may

be used with application of bituminousbinder after each layer, and with keyaggregates placed on top of the secondlayer to serve as a Base conforming to theline, grades and cross-section specified,the compacted layer thickness being 75

km-265 sqm 100.00 km-266 sqm 80.00 km-267 sqm 80.00 km-269 sqm 110.00 km-271 sqm 90.00 km-273 sqm 105.00

Total sqm 565.00 297.00 167805.002 Tack CoatProviding and applying tack coat with bitumenemulsion using emulsion pressure distributor at therate of 0.25 kg per sqm on the preparedbituminous/granular surface cleaned withmechanical broom.qty same as above item no-1 sqm 565.00 13.75 7768.75

3 Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20mm.

Removal of all failed material, trimming of completedexcavation to provide firm vertical faces, cleaning of

surface, painting of tack coat on the sides and baseof excavation as per clause 503, back filling the potholes with hot bituminous material as per clause511, compacting, trimming and finishing the surfaceto form a smooth continuous surface, all as per clause 3004.2

km-265 sqm 280.00 km-266 sqm 245.00 km-267 sqm 310.00 km-269 sqm 295.00

BILL OF QUANTITY

Name of work : Filling Pot-holes with B.U.S.G.& Patch-repair with open gradedsurfacing From km 264.00 to 275.00 of NH-74 Premix (New NH-30 )


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S. No. Item of work Unit Qty. Rate Per Amount km-271 sqm 250.00 km-273 sqm 265.00 Total sqm 1645.00 133.00 218785.00

4 Seal CoatProviding and laying seal coat sealing the voids in abituminous surface laid to the specified levels, gradeand cross fall using Type B seal coats

Qty same as above item no-3sqm 1645.00 63.00 103635.00

Total 497993.75

Signature of Contractor

Complete Adress of Contractor


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1 Date of Calling Tender

2 Date of Receiving Tender3 Date of Openning Technical bid4 Bid Security5 Time of Completion6 Validity Period7 Cost of Tender Form

S. No. Item of work Unit Qty. Rate1 Built-up-Spray Grout In Figure In Words

Providing, laying and rolling of built-up-spray grout layer over prepared baseconsisting of a two layer composite

construction of compacted crushed coarseaggregates using motor grader for aggregates. key stone chips spreader maybe used with application of bituminousbinder after each layer, and with keyaggregates placed on top of the secondlayer to serve as a Base conforming to theline, grades and cross-section specified,the compacted layer thickness being 75mm

km-265 sqm 100.00

km-266 sqm 80.00 km-267 sqm 80.00 km-269 sqm 110.00 km-271 sqm 90.00 km-273 sqm 105.00 Total sqm 565.00 295.00

2 Tack CoatProviding and applying tack coat with bitumenemulsion using emulsion pressure distributor at therate of 0.25 kg per sqm on the preparedbituminous/granular surface cleaned with

mechanical broom.qty same as above item no-1 sqm 565.00 11.303 Filling Pot-holes and Patch Repairs with open-

Graded Premix surfacing, 20mm.

Rate

BILL OF QUANTITYName of work : Filling Pot-holes with B.U.S.G.& Patch-repair with open graded

surfacing From km 264.00 to 275.00 of NH-74 Premix (New NH-30 )


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Removal of all failed material, trimming of completed excavation to provide firm vertical faces,cleaning of surface, painting of tack coat on thesides and base of excavation as per clause 503,back filling the pot holes with hot bituminousmaterial as per clause 511, compacting, trimmingand finishing the surface to form a smooth

continuous surface, all as per clause 3004.2

km-265 sqm 280.00 km-266 sqm 245.00 km-267 sqm 310.00 km-269 sqm 295.00 km-271 sqm 250.00 km-273 sqm 265.00 Total sqm 1645.00 130.00

4 Seal CoatProviding and laying seal coat sealing the voids in a

bituminous surface laid to the specified levels,grade and cross fall using Type B seal coats

Qty same as above item no-3 sqm 1645.00 63.00 Total

Signature of Contractor Officer Calling Tender Officer Openning Tender

Complete Adress of Contractor Officer Accepting Tender


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1 Date of Calling Tender2 Date of Receiving Tender3 Date of Openning Tender4 Security E/M5 Time of Completion6 Validity Period7 Cost of Tender Form

S. No. Item of work Unit Qty.1 Stress absorbing membrane (SAM) with

crack width 6 mm to 9 mm In Figure In WordsProviding and laying of a stress absorbingmembrane over a cracked road surface, withcrack width 6 to 9 mm after cleaning with amechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mmcrushed stone aggregates @ 0.12 cum per 10sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to

km-265 sqm 800.00

km-266 & 267 sqm 1050.00 km-268 & 269 sqm 1250.00 km-270 sqm 850.00 km-271 & 272 sqm 1400.00 km-273 & 274 sqm 1200.00 Total sqm 6550.00 71.00 Rs Seventy One only

I/We here by tender my / our rates ………………………………...% above/below/atpar the departmental rates.

Signature of Contractor Officer calling Tender Officer openning Tender

Complete Adress of Contractor

Officer Accepting Tender

One MonthThree Months

150+500+88 = 738/-Rate

BILL OF QUANTITYName of work : Crack Sealing with Stress absorbing membrane (SAM) with crack width 6

mm to 9 mm repair over a crack road surface From km 264.00 to 274.00 of NH-74 (New NH-30 )

25th April 201211th May 201214 th May 2012

Rs. 50000/-

Maintenance Work Km 264.000 to 274.000 of NH-74

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