iiird ra bill dallupura

8/8/2019 IIIrd RA Bill Dallupura

1/351

Schedule of Quantities

I No. Description of Item Qty Unit

Sub. Head: - Earth work

1

4512.00 Cu.m.

2

2670.00 Cu.m.

3

(a) All kinds of soil. 3992.00 Cu.m.

4

2245.00 Cu.m.

NAME OF WORK :- Widening of Dallupura Road, at Mayur Vihar Phase- III (FDallupura) and Strenthening /Improvement of riding quality and construction of storm

Disposal and carriage of excavated malba, lime,moorum and earth etc by machenical transportincluding loading, unloading and stacking for all leadsand lifts (Beyond initial lead of 50 m , lift upto 1.5 mor as per direction of Engieer - in - Charge )

Earth work in excavation by mechanical means(Hydraulic excavator) / mannual labour over areas(exceeding 30cm in depth, 1.5m in width as well as 10sq.m.on plan) i/c disposal of excavated earth lead upto50m and lift upto 1.5m, .disposed earth to be levelledand neatly dressed.

Earth work in excavation by mechanical means(Hydraulic excavator) / mannual labour in foundationtrenches or drain (not exceeding 1.5 m in width or 10sqm.on plan) including dressing of sides and ramming

of bottom lift up to 1.5 m including getting out theexcavated soil as directed with in a lead of 50m.

Filling available excavated earth (excluding rock) intrenches, plinth sides of foundations etc. in layers notexeceding 20cm in depth: consolidating each

deposited layer by ramming and watering lead upto50m and lift upto 1.5m.


2/351

5

555 Cu.m.

Sub. Head: - Concrete Work

6

(a)

260.00 Cu.m.

(b)

32.00 Cu.m.

Sub. Head: - Reinforced Cement Concrete Work

Desilting of drains by getting out the manure/ sludgerubbish etc in or under water or liquid mud in foulposition in restricted working condition i/c disposal ofexcavated material by machenical transport includingloading, unloading and stacking for all leads and lifts(Beyond initial lead of 50m, lift upto 1.5m or as perdirection of Engieer - in - Charge)

P/L in position cement concrete of specified gradeexcluding the cost of centering and shuttering all workupto plinth level.

1:5:10 ( 1 cement : 5 coarse sand : 10 graded stoneaggregate 40 mm nominal size).



3/351

7

1340.00 Cu.m.

8

(a) TMT bars. 100486 Kg.

9

(a)

1949.00 Sqm

(b)

250.00 Sqm

(c)

5130.00 Sqm

Providing and laying in position ready mixed concretemanufactured in fully automatic batching plant andtransported to site of work in transit mixer for a leadup to 10kms having continuous agitated mixer, manuf-actured as per mix design of specified grade forreinforced cement concrete work including pumpingof R.M.C. from transit mixer to site of laying ,excluding the cost of centering, shuttering finishingand reinforcement including cost of admixtures inrecommended proportions as per IS : 9103 toaccelerate/ retard setting of concrete, improveworkability without impairing strength and durabilityas per direction of the Engineer - in - charge. M-25grade Reinforced cement concrete by using 410kg ofcement per cum of concrete.

Reinforcement for RCC work including straightening,cutting, bending placing in position and binding allcomplete.

Centring and shuttering including strutting, proppingetc. and removal of form for.

Suspended floors, roofs, landings, balconies andaccess platform..

Small lintels not exceeding 1.5m clear span, mouldingas in cornices, window sills, string courses, bands,copings, bed plates, anchor blocks and the like.

Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc.


4/351

(d)

4222.00 Sqm

10

771.00 Sqm

Sub. Head: - Brick Work

11

(a) 1:6 (1 cement: 6 coarse sand). 145.00 Cu.m.

Sub. Head: - Finishing

12 12 mm cement plaster of mix.

(a) 1:4 ( 1 cement : 4 coarse sand ) 773.00 Sqm

13

450.00 Sqm

14

(a)

3360.00 Sqm

Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc.( with shutterfinish surface for central verge kerbstones )

Providing and fixing in position precast RCC draincover of approved manufacturere i.e. KK. S&S orequivalent make of size 1150 x 400 x 100mm(thickness) or required size with ten hole by using M-30 grade of concrete & reinforced of approvedmanufacture with two layers of 8 mm dia of steel withsix nos along the length & 14 Nos along the widtheach layer suitable distributed & manufactured byvibrator compaction process using joint less FRPmoulds to active shuttering finish on five faces as topface with have broom finish complete as per directionof Engineer-in-Charge.

Brick work with FPS bricks of class designation 75 infoundation and plinth in cement mortar :-

Neat cement punning with OP Cement of approvedmanufacture and grade

Painting with synthetic enamel paint of approvedbrand and manufacture of required colour to give aneven shade.

Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brandand manufacture


5/351

15

116.00 Cu.m.

Sub. Head: - Road Work

16

6375.00 Sqm

17

(a) 90mm to 45mm 772.00 Cu.m.

(b) 63mm to 45mm 579.00 Cu.m.

(c) 53mm to 22.4mm 1157.00 Cu.m.

18

2071.88 Cu.m.

19

(a) On bituminous surface @ 0.50 Kg / sqm.

99774.00 Sqm

(b) On W.B.M. @ 0.75 Kg / sqm. 6375.00 Sqm

Demolishing RCC work including stacking of steelbars and disposal of unserviceable material within 50metres lead.

Consolidation of subgrade with power road roller of 8to 12 tonne capacity including making good theundulations etc. with earth or quarry spoils etc. andrerolling the subgrade

Supplying & Stacking of graded stone aggregate atsite of size range.

Laying spreading and compacting stone aggregate ofspecified sizes to WBM specifications includingspreading in uniform thickness, hand picking, rollingwith 3 wheeled road / vibratory roller 8-10 tonne instages to proper grade and camber, applying and brooming requisite type of screening / bindingmaterial to fill up interstices of coarse aggregatewatering and compacting to the required density .

Providing and applying tack coat using hot straightrun bitumen of grade 80/ 100 including heating the bitumen, spraying the bitumen with mechanicallyoperated spray unit fitted on bitumen boiler, cleaningand preparing the existing road surface as per

specifications :


6/351

20

(a)

510.00 cum

21

(a)

2110.00 Cu.m.

Providing and laying Bituminous Macadam onprepared surface with specified graded crushed stoneaggregate for profile corrective base/ binder courseincluding loading of aggregate with F.E. loader , hotmixing of stone aggregates and bitumen in hot mixplant, transporting the mixed material by tippers topaver and laying the mixed material with paver finisher

fitted with electronic sensing device to the requiredlevel and grade and rolling with road rollers, as perMORTH specification to achieve the desired densityand compaction but excluding the cost of primer/ tackcoat.

80mm average compacted thickness with bitumen of60/70 grade @ 3.5% (Percentage by weight of total

mix)

Providing & laying dense bituminous macadam onprepared surface with specified graded crushed stoneaggregate for profile corrective base/binding courseincluding loading of aggregate with FE loader and hotmixing of stone aggregate, filler and bitumen in batchtype hot mix plant transporting the mixed material bytipper to paver and laying the mixed material withpaver finisher fitted with electronic sensing device tothe required level and grade and rolling by road rollersas per MORTH specifications to achieve the desired

density, but excluding cost of primer/tack coat.

50/75mm average compacted thickness with bitumenof 60/70 grade @ 5% (percentage by weight of totalmix) and lime filler @ 2% (percentage by weight of

Aggregate).


7/351

22

(a)

1376.00 Cu.m.

23

754.00 Sqm

Providing & laying dense bituminous concrete on prepared surface with specified graded stoneaggregate for wearing course including loading ofaggregate with FE loader, hot mixing of bitumen fillerand aggregates in batch type hot mix planttransporting the mixed material by tipper to paver andlaying the mixed material with mechanically paverfinisher fitted with electronic sensing device to therequired level and grade and rolling by road rollers as per MORTH specifications to achieve the desireddensity, but excluding cost of primer / tack coat.

(a) 40/50 mm compacted thickness with bitumen ofgrade 60/70 @ 5.50% and lime @ 3% (percentage byweight of total mix ) and adding waste plastic additive@ 8% weight of bitumen used. The plastic waste powder shall be dust free and the partical size ofplastic waste powder should be less than 2 mm.

Providing & applying 2.5mm thick road marking

stripd (retro-reflective) of specified shades/coloursusisng hot tharmoplastic material by fully/semiautomatic thermo -plastic paint applicator machinefitted with profile shoe,glass beads dispenser, propanetank heater and profile shoe heater, driven byexperienced operator on road surface including cost ofmaterial, labour, T & P, cleaning the road surface ofall dirt, seals oil, grease and foreign materials etc.complete as per direction of Engineer-in-charge andaccoardance with applicable specifications.


8/351

24

(a) 250 mm dia. R.C.C. pipe 48.00 Metre

25

2800.00 Metre

26

720.00 Sqm

27

600.00 Sqm

28

42.00 Each

Providing and laying non-pressure NP2 class (lightduty) R.C.C. pipes with collars jointed with stiffmixture of cement mortar in the proportion of 1:2(1cement : 2 fine sand) including testing of joints etc.complete :

Taking out existing / old kerb stone and disposal withall head and lift complete as per direction of Engineer-in-charge.

Providing & making 30cm wide channel 50mm Thickof conc 1:3:6 (1 cement : 3 coarse sand : 6 gradedstone aggregate 20mm nominal size) over 75 mm bedof dry bbrick ballast 40 mm nominal size wellramamed and consolidated and grouted with fine sand

including finishing the top smooth etc. complete andas per direction of Engineer-in-charge.

Providing and laying 60mm thick factory madecement concrete interlocking paver block of M-30grade made by block making machine with strongvibratory compaction and of approved size and

design/ shape laid in required colour and pattern overand including 50mm thick compacted bed of coursesand, filling the joints with coarse sand etc. allcomplete as per the direction of Engineer-in-charge.

Providing and fixing post delineators (made of ABSroundbody fitted with 2 nos 100mm dia) reflective

and reflectors and mounted on MS pipe of 65mm diadully powder coated anti-rust and anti theft steel to beinstalled as per direction of Engineer-in-charge.


9/351

29

800.00 Each

30

756.00 cum

Providing and fixing Glow studs of size 100x20 mmmade of heavy duty body shall be moulded ASA(Acrylic styrene Acryloretrite) or HIP (High impact polystyrene) or ABS having electronically weldedmicro- prismatic lens with abrasion resistant coatingas approved by Engineer in charge. The Glow studsshall support a load of 13635 kg tested in accordancewith ASTM D4280. The slope of retro- reflectivesurface shall be 35 +/-5 degress to base .The reflectivepanels on both sides with at least 12 cm of reflectivearea up each side. The luminance intensity should beas per the specification and shall be tested asdescribed in ASTM I: 809 as recommended in BS:873 part 4 : 1973. The studs shall be fixed to the Roadsurface using the adhesive conforming to IS, as per procedure recommended by the manufacturercomplete and as per direction of Engineer-in-charge.

Supplying and stacking of good earth at site includingroyalty and carriage up to 1 km (earth measured in

stacks will be reduced by 20% for payment).


10/351

31

400.00 Metre

32

2900 Kg.

Total Of All Sub. Heads.

Providing and placing barricading 2.00 metre highconsisting of 2.50x2.00m panels made of 1.63mmthick M.S. sheet with frame of 40x40x6mm angleiron horizontal & vertical braces of M.S. flat30x5mm, 2 nos.MS Channel ISLC-75-500MM Longat base as per appoved drawing including applying apriming coat of approved steel primer and painting as per direction of Engineer-in-charge. This item shallalso include arrangement for traffic diversion such astraffic signals diversion signs, marking, flages etc. asdirected by the Engineer-in-charge. The barricading provided shall be retained in position at sitecontinuously during the execution of the entire worktill its completion including its maintenance fordamages & painting & shall not be removed at anystage prior approval of Engineer-in-charge., for theshifting to the next location & shall include allincidental, labour, material, equipment & worksrequired to execute the job.

NOTE:- One time payment shall be made for each

running meter of barricading, fabrication& providedfrom start of work i/c its shifting from place to placeas also its maintenance, the barricading providedshall remain to be property of the contractor oncompletion of work.

Deduct on account of old C.T.D. bars received fromthe demolishing of RCC work at site.(Credit to Work)

Assistant Engineer (P)PWD Zone M-2MSO Building New Delhi

Executive Engineer (P)PWD Zone M-2

MSO Building New Delhi


11/351


12/351

Rate Amount

50.66 228578

101.85 271940

103.40 412773

45.70 102597

om DDA Chilla Sports Complex towater drain at one side.


13/351

210.92 117061

1132949

2237.75 581815

3257.45 104238

686053


14/351

4263.58 5713197

42.70 4290752

187.35 365145

119.25 29813

180.40 925452


15/351

270.60 1142473

3493.91 2693805

15160637

2121.75 307654

307654

82.55 63811

21.40 9630

51.30 172368


16/351

537.55 62356

308165

1.07 6821

742.30 573056

768.45 444933

810.55 937806

192.55 398940

17.15 1711124

23.90 152363


17/351

4,242.20 2163522

5366.50 11323315


18/351

6213.90 8550326

497.30 374964


19/351

258.20 12394

9.42 26376

198.80 143136

0

346.35 207810

786.35 33027


20/351

536.60 429280

144.05 108902


21/351

786.40 314560

-20.55 -59595

27853060

45448518


22/351


23/351

ABSTRACT OF COST- IInd R/A BILL

SITUATION :- Mayur vihar Phase- III. Delhi

AGENCY :- Sh. Mahavir Prasad Gupta

AGGREMENT NO :- 32 / EE / PWD / M-212 / 2009- 2010

DATE OF START :- 8/12/2009

D.O.C. (Stipulated) 7/6/2010

D. O. C.(Actual) :- Work in Progress

DATE OF ABSTRACT :- 11/5/2010I. No. Description of Item Quantity Unit Rat

Sub. Head: - Earth work FR

1

Qty B/F from EMB-27 / P-49 1316.63

Qty B/F from TEMB / P-3 227.77



2102.21 Cu.m. 50.66

2

Qty B/F from EMB-27 / P-49 1880.92


1888.84 Cu.m. 101.85

NAME OF WORK :- Widening of Dallupura Road, at Mayur Vihar Phase- III (From DDDallupura) and Strenthening /Improvement of riding quality and construction of storm water drain

Disposal and carriage of excavated malba,lime, moorum and earth etc by machenicaltransport including loading, unloading andstacking for all leads and lifts (Beyondinitial lead of 50 m , lift upto 1.5 m or as

per direction of Engieer - in - Charge )

Earth work in excavation by mechanicalmeans (Hydraulic excavator) / mannuallabour over areas (exceeding 30cm indepth, 1.5m in width as well as 10 sq.m.on

plan) i/c disposal of excavated earth leadupto 50m and lift upto 1.5m, .disposedearth to be levelled and neatly dressed.


24/351

I. No. Description of Item Quantity Unit Rat

3

(a) All kinds of soil.

Qty B/F from EMB-27 / P-50 956.71




2078.97 Cu.m. 103.40

Sub. Head: - Concrete Work6

(a)

Qty B/F from EMB-27 / P-50 22.87


Qty B/F from TEMB / P-3 9.87Qty B/F from TEMB / P-10 14.70


71.00 Cu.m. 2237.75

Earth work in excavation by mechanicalmeans (Hydraulic excavator) / mannuallabour in foundation trenches or drain (notexceeding 1.5 m in width or 10 sqm.on

plan) including dressing of sides andramming of bottom lift up to 1.5 mincluding getting out the excavated soil asdirected with in a lead of 50m.

P/L in position cement concrete ofspecified grade excluding the cost ofcentering and shuttering all work upto

plinth level.

1:5:10 ( 1 cement : 5 coarse sand : 10graded stone aggregate 40 mm nominalsize).


25/351


7





257.54 Cu.m. 4263.58

8

(a) TMT bars.

Qty B/F from EMB-27 / P-51 10103.99








Qty B/F from TEMB / P-27 1478 80

Sub. Head: - Reinforced CementConcrete Work

Providing and laying in position readymixed concrete manufactured in fullyautomatic batching plant and transported tosite of work in transit mixer for a lead up to10kms having continuous agitated mixer,manuf -actured as per mix design ofspecified grade for reinforced cementconcrete work including pumping ofR.M.C. from transit mixer to site of laying ,excluding the cost of centering, shutteringfinishing and reinforcement including costof admixtures in recommended proportionsas per IS : 9103 to accelerate/ retard settingof concrete, improve workability withoutimpairing strength and durability as perdirection of the Engineer - in - charge. M-25 grade Reinforced cement concrete byusing 410kg of cement per cum of

concrete.

Reinforcement for RCC work includingstraightening, cutting, bending placing in

position and binding all complete.


26/351


33304.50 Kg. 42.70

9

(b)









176.18 Sqm 119.25

(c)

Qty B/F from EMB-27 / P-52 199.68









1905.00 Sqm 180.40

Centring and shuttering including strutting,propping etc. and removal of form for.

Small lintels not exceeding 1.5m clearspan, moulding as in cornices, windowsills, string courses, bands, copings, bed

plates, anchor blocks and the like.

Walls (any thickness) including attached pilasters, butteresses, plinth and stringcourses etc.


27/351


10


189.06 Sqm 3493.91

11

(a) 1:6 (1 cement: 6 coarse sand).


17.80 Cu.m. 2121.75

Sub. Head: - Road Work

16

Qty B/F from EMB-27 / P-52 4286.18


4304.27 Sqm 1.07

17

(a) 90mm to 45mm

Qty B/F from EMB-27 / P-53 518.71


710.86 Cu.m. 742.30

Providing and fixing in position precastRCC drain cover of approvedmanufacturere i.e. KK. S&S or equivalentmake of size 1150 x 400 x 100mm(thickness) or required size with ten hole

by using M-30 grade of concrete &reinforced of approved manufacture withtwo layers of 8 mm dia of steel with six nos

along the length & 14 Nos along the widtheach layer suitable distributed &manufactured by vibrator compaction

process using joint less FRP moulds toactive shuttering finish on five faces as topface with have broom finish complete as

per direction of Engineer-in-Charge.

Brick work with FPS bricks of classdesignation 75 in foundation and plinth incement mortar :-

Consolidation of subgrade with power roadroller of 8 to 12 tonne capacity includingmaking good the undulations etc. withearth or quarry spoils etc. and rerolling the

subgrade

Supplying & Stacking of graded stoneaggregate at site of size range.


28/351



402.76 Cu.m. 768.45

(c) 53mm to 22.4mm

Qty B/F from EMB-27 / P-53 777.82


790.07 Cu.m. 810.55

18

Qty B/F from EMB-27 / P-54 1314.46





1371.25 Cu.m. 192.55

19

(a) On bituminous surface @ 0.50 Kg / sqm.








Qty B/F from TEMB / P-36 3512.4524320.96 Sqm 17.15

Laying spreading and compacting stoneaggregate of specified sizes to WBMspecifications including spreading inuniform thickness, hand picking, rollingwith 3 wheeled road / vibratory roller 8-10tonne in stages to proper grade and camber,applying and brooming requisite type ofscreening / binding material to fill upinterstices of coarse aggregate watering andcompacting to the required density .

Providing and applying tack coat using hotstraight run bitumen of grade 80/ 100including heating the bitumen, spraying the

bitumen with mechanically operated sprayunit fitted on bitumen boiler, cleaning and

preparing the existing road surface as perspecifications :


29/351





4049.28 Sqm 23.90

20

(a)


307.75 cum 4,242.20

Providing and laying Bituminous Macadamon prepared surface with specified graded

crushed stone aggregate for profilecorrective base/ binder course includingloading of aggregate with F.E. loader , hotmixing of stone aggregates and bitumen inhot mix plant, transporting the mixedmaterial by tippers to paver and laying themixed material with paver finisher fittedwith electronic sensing device to therequired level and grade and rolling withroad rollers, as per MORTH specificationto achieve the desired density andcompaction but excluding the cost of

primer/ tack coat.

80mm average compacted thickness with bitumen of 60/70 grade @ 3.5%(Percentage by weight of total mix)


30/351


21

(a)

Qty B/F from TEMB / P-38 1732.871732.87 Cu.m. 5366.50

Providing & laying dense bituminousmacadam on prepared surface withspecified graded crushed stone aggregatefor profile corrective base/binding courseincluding loading of aggregate with FEloader and hot mixing of stone aggregate,filler and bitumen in batch type hot mix

plant transporting the mixed material by

tipper to paver and laying the mixedmaterial with paver finisher fitted withelectronic sensing device to the requiredlevel and grade and rolling by road rollersas per MORTH specifications to achievethe desired density, but excluding cost of

primer/tack coat.

50/75mm average compacted thicknesswith bitumen of 60/70 grade @ 5%(percentage by weight of total mix) andlime filler @ 2% (percentage by weight ofAggregate).


31/351


31


37.50 Metre 786.40

Gross of Agmt. Items

Less already paid vide Ist R/A Bill

Net Gross of Agmt. Items

Providing and placing barricading 2.00metre high consisting of 2.50x2.00m

panels made of 1.63mm thick M.S. sheetwith frame of 40x40x6mm angle ironhorizontal & vertical braces of M.S. flat30x5mm, 2 nos.MS Channel ISLC-75-500MM Long at base as per appoveddrawing including applying a priming coat

of approved steel primer and painting as per direction of Engineer-in-charge. Thisitem shall also include arrangement fortraffic diversion such as traffic signalsdiversion signs, marking, flages etc. asdirected by the Engineer-in-charge. The

barricading provided shall be retained in position at site continuously during theexecution of the entire work till itscompletion including its maintenance fordamages & painting & shall not beremoved at any stage prior approval of

Engineer-in-charge., for the shifting to thenext location & shall include all incidental,labour, material, equipment & worksrequired to execute the job.

NOTE:- One time payment shall be madefor each running meter of barricading,fabrication& provided from start of worki/c its shifting from place to place as alsoits maintenance, the barricading providedshall remain to be property of thecontractor on completion of work.

Add Contractors Enhancement @ 7.25 %above


32/351


Secured Advance

Quantity fresh brought at site NIL kg

Qty. consumed at site -20000.00 "

Quantity outstanding in this bill -20000.00 kg

Amount of this Bill -20000.00 kg 37.00

Total=RECOVERIES

1 Security deposited @ 5 % on Rs 18118975

Less already recovered as EMD

Now recovered

2 Income Tax @ 2% on Rs 18118975

Less already recovered in Ist R/A Bill

Now recovered

3 Surcharge @ 10% on Rs 362380


Now recovered

4 Education Cess @ 3% on Rs 335367


Now recovered

5 Sale Tax / vat @ 3 % on Rs 18118975


Now recovered

6 Labour Cess @ 1% on Rs 18118975


Now recovered

7

3 % on Rs 48743536


Now recovered

Total recoveries ,Marked as 'C' Rs.

Net Payable A + B - C

Net Payable 15243952 -620000 -1440724

CERTIFIED THAT:-

1.The work has been executed as per C.P.W.D. Specification.

2.Necessary Recoveries has been made in this Bill.

3.Contractor has made his own arrangement of water.

4.No labour complaints have been received so far.

5.Contractor has appointed Engineers as per Clause-36

Marked as 'B'

Amount Withheld for Not achieving Ist ,IInd & IIIrd milestone @ 3%


33/351


34/351

Amount

PR

- 106498.06

- 192377.90

A Chilla Sports Complex toat one side.


35/351

Amount

- 214965.50

- 158880.25


36/351

Amount

4100.00 1055914.00


37/351

Amount

- 1422101.99

- 21009.47

- 343662.00


38/351

Amount

3200.00 604992.00

- 37767.15

- 4605.57

- 527674.58


39/351

Amount

- 309502.27

- 640394.80

- 264033.56

- 417104.46


40/351

Amount

- 96777.79

- 1305517.03


41/351

Amount

5275.00 9140880.81


42/351

Amount

- 29490.00

16894149.19

1224825.82

18118975.01

Say 18118975

-2875023

A 15243952


43/351

Amount

31.00 -620000

-620000

905949

-974871

0

362380

-57500

304880

36238

-5750

30488

10061

-1898

8163

543569

-86251

457318

181190

-28750

152440

1462306

-974871

487435

1440724

13183228


44/351

Amount


45/351

I.No. Description No. L B D or

18

Noida Bound

RD- 1215.00 to1225.00

1 10.00 (3.70+3.60)/2 0.10

Dallupura Bound

Deduction for bus stand 1 9.40 0.35 0.10Deduction for chamber 1 3.00 1.20 0.10

Deduction for bus stand 1 7.00 0.90 0.10


Deduction for trees 3 0.60 0.60 0.10

Total=

18

Noida Bound

RD- 1215.00 to1225.00

1 10.00 (3.70+3.60)/2 0.07

Dallupura Bound


Deduction for chamber 1 3.00 1.20 0.07



Deduction for trees 3 0.60 0.60 0.07Total=

18

Noida Bound

RD- 1215.00 to1225.00

1 10.00 (3.70+3.60)/2 0.07

1 15.00 (2.00+1.90)/2 0.07

1 15.00 (1.90+1.65)/2 0.07

1 15.00 (1.65+1.60)/2 0.07

1 15.00 (1.60+1.60)/2 0.07

1 15.00 (1.60+1.40)/2 0.07

1 15.00 (1.40+1.55)/2 0.07

1 15.00 (1.55+1.60)/2 0.07

1 15.00 (1.60+1.90)/2 0.07

1 15.00 (1.90+1.25)/2 0.07

1 15.00 (1.25+1.45)/2 0.07

1 15.00 (1.45+1.35)/2 0.07

Laying spreading and compacting stone aggregate of specifiedsizes to WBM specifications including spreading in uniform

Ist layer, 90- 45mm

Laying spreading and compacting stone aggregate of specified

sizes to WBM specifications including spreading in uniform

IInd layer, 63-45mm


IIIrd layer, 53-22.50mm

Budh Singh Marg,Vasundhara Enclave Bound


46/351

1 13.00 (1.35+1.34)/2 0.07

Dallupura Bound






Total=

18

Noida Bound

RD- 1215.00 to1225.00

1 10.00 (3.70+3.60)/2 0.07

1 15.00 (2.00+1.90)/2 0.07

1 15.00 (1.90+1.65)/2 0.07

1 15.00 (1.65+1.60)/2 0.071 15.00 (1.60+1.60)/2 0.07

1 15.00 (1.60+1.40)/2 0.07

1 15.00 (1.40+1.55)/2 0.07

1 15.00 (1.55+1.60)/2 0.07

1 15.00 (1.60+1.90)/2 0.07

1 15.00 (1.90+1.25)/2 0.07

1 15.00 (1.25+1.45)/2 0.07

1 15.00 (1.45+1.35)/2 0.07

1 15.00 (1.35+1.30)/2 0.07

1 15.00 (1.30+1.22)/2 0.071 15.00 (1.22+1.35)/2 0.07

1 13.00 (1.35+1.34)/2 0.07

Dallupura Bound






Total=


VIth layer, 53-22.50mm



47/351


48/351

Quantity Unit

3.65 Cum

-0.33 "-0.36 "

-0.63 "

-0.41 "

-0.11 "

1.81 Cum

2.74 Cum

-0.25 "

-0.27 "

-0.47 "

-0.31 "

-0.08 "1.36 Cum

2.74 Cum

2.19 "

2.00 "

1.83 "

1.80 "

1.69 "

1.66 "

1.77 "

1.97 "

1.77 "

1.52 "

1.58 "


49/351

1.31 "

-0.25 "

-0.27 "

-0.47 "

-0.31 "

-0.08 "

26.81 Cum

2.74 Cum

2.19 "

2.00 "

1.83 "1.80 "

1.69 "

1.66 "

1.77 "

1.97 "

1.77 "

1.52 "

1.58 "

1.49 "

1.42 "1.45 "

1.31 "

-0.25 "

-0.27 "

-0.47 "

-0.31 "

-0.08 "

26.81 Cum


50/351


51/351

DATE OF MEASUREMENTS :-

I.No Description No L B

2

Noida Bound

Near RD(-12.30) to Drain Edge RD199.50 1 12.30 (0.80+0.90)/2

1 9.40 (3.40+2.80)/21 15.00 (2.80+1.60)/2

1 15.00 (1.60+2.10)/2

1 15.00 (2.10+1.60)/2

1 15.00 (1.60+1.50)/2

1 15.00 (1.50+1.40)/2

1 15.00 (1.40+1.40)/2

1 15.00 (1.40+1.25)/2

1 15.00 (1.25+1.20)/2

1 9.60 (1.20+1.10)/2

1 13.50 (1.20+1.10)/2

1 12.00 (4.08+4.55)/2

1 15.00 (4.55+5.30)/2

1 15.00 (5.30+4.25)/2

1 5.00 (4.25+4.20)/2

Deduction 1 13.50 (0.80+0.90)/2

After BudhSingh Marg Cut RD-283.50 to 309.00

1 15.00 (2.40+1.95)/2

1 1.50 (1.95+2.00)/2

1 1.30 (2.00+1.50)/2

1 7.70 (4.35+4.90)/2

Deduction for chamber Edge 1 1.70 (1.10+1.20)/2

Noida Bound R.D 293.70 to R.D-350.00 1 6.30 (2.90+2.85)/2

1 15.00 (2.85+3.45)/2

1 15.00 (3.45+2.55)/2

1 15.00 (2.55+3.10)/2

1 5.00 (3.10+3.16)/2


1 15.00 (3.00+2.60)/2

1 15.00 (2.60+2.70)/2

1 15.00 (2.70+2.95)/2

1 15.00 (2.95+2.80)/2

1 15.00 (2.80+3.00)/2

Deduction For slab 1 1.15 2.85

Noida Bound R.D 505.00 to R.D 780.00 1 5.00 (2.95+2.95)/2

1 15.00 (2.95+2.65)/2

Earth work in excavation by mechanical means(Hydraulic excavator) / mannual labour over areas


52/351

1 15.00 (2.65+2.80)/2

1 15.00 (2.80+2.75)/2

1 15.00 (2.75+2.50)/2

1 15.00 (2.50+2.90)/2

1 15.00 (2.90+3.40)/2

1 15.00 (3.40+3.85)/2

1 15.00 (3.85+4.60)/2

1 15.00 (4.60+5.45)/21 15.00 (5.45+5.70)/2

1 15.00 (5.70+5.93)/2

1 15.00 (5.93+6.05)/2

1 15.00 (6.05+6.00)/2

1 15.00 (6.00+5.55)/2

1 15.00 (5.55+5.05)/2

1 15.00 (5.05+5.25)/2

1 15.00 (5.25+5.40)/2

1 15.00 (5.40+5.50)/2

Deduction For M.H. 2 3.14./4 0.85

Deduction For M.H. 1 1.50 1.70


1 15.00 (5.90+6.20)/2

1 15.00 (6.20+6.80)/2

1 15.00 (6.80+7.15)/2

1 15.00 (7.15+7.22)/2

1 15.00 (7.22+7.45)/2

1 15.00 (7.45+7.82)/2

1 15.00 (7.82+7.90)/2

1 5.50 (7.90+7.90)/2


1 15.00 (4.75+4.75)/2

1 15.00 (4.75+4.90)/2

1 15.00 (4.90+4.90)/2

1 15.00 (4.90+5.00)/21 15.00 (5.00+5.35)/2

1 13.20 (5.35+5.80)/2

Flair 2./3 5.20 5.8

Budhsingh Marg Cut C/v 1 10.55 (1.80+1.80)/2

Noida Bound R.D.96.00 to R.D 117.00 1 15.00 (1.80+2.20)/2

1 6.00 (2.20+2.50)/2

BudhSingh Marg Vasundhara Bound 1 15.00 (2.30+2.50)/2

1 9.10 (2.50+2.95)/2

1 5.40 (2.95+3.20)/2

1 22.00 (1.35+1.20)/2


53/351

C/V Budh singh Marg Cut 1 10.55 (1.80+1.80)/2

Cutting By Jalboard 1 6.70 (2.00+2.00)/2

1 9.45 (2.25+2.30)/2

1 4.30 (2.65+2.62)/2

1 5.10 (2.75+2.80)/2

Vasundhara Cut 1 14.00 (3.55+3.50)/21 2.20 (1.20+1.20)/2


1 15.00 (3.22+3.05)/2

1 15.00 (3.05+2.87)/2


1 10.00 (3.00+2.95)/2


1 7.00 (5.25+4.95)/2


54/351

D or H Quantity Unit

0.45 4.70 Cum.

0.45 13.11 "0.45 14.85 "

0.43 11.93 "

0.43 11.93 "

0.43 10.00 "

0.43 9.35 "

0.43 9.03 "

0.43 8.55 "

0.43 7.90 "

0.43 4.75 "

0.43 6.68 "

0.43 22.27 "

0.43 31.77 "

0.43 30.80 "

0.43 9.08 "

0.43 -4.93 "

0.43 14.03 "

0.43 1.27 "

0.43 0.98 "

0.43 15.31 "

0.43 -0.84 "

232.52 Cum.

0.43 7.79 Cum.

0.43 20.32 "

0.45 20.25 "

0.45 19.07 "

0.45 7.04 "

0.45 19.81 "

0.45 18.90 "

0.45 17.89 "

0.45 19.07 "

0.45 19.41 "

0.45 19.58 "

0.45 -1.47 "

187.66 Cum.

0.46 6.79 Cum.

0.46 19.32 "


55/351

0.46 18.80 "

0.46 19.15 "

0.46 18.11 "

0.44 17.82 "

0.41 19.37 "

0.43 23.38 "

0.45 28.52 "

0.45 33.92 "0.45 37.63 "

0.45 39.25 "

0.45 40.43 "

0.45 40.67 "

0.45 38.98 "

0.45 35.78 "

0.45 34.76 "

0.43 34.35 "

0.43 35.15 "

0.43 -0.57 "

0.43 -1.10 "

540.51 "

0.40 34.20 "

0.42 38.12 "

0.44 42.90 "

0.45 47.08 "

0.43 46.34 "

0.43 47.31 "

0.43 49.25 "

0.45 53.06 "

0.45 19.55 "

377.81 "

0.42 16.80 "

0.44 31.35 "

0.45 32.57 "

0.43 31.61 "

0.43 31.93 "0.43 33.38 "

0.45 33.12 "

0.49 9.75 "

0.50 9.50 "

0.47 14.10 "

0.45 6.35 "

0.45 16.20 "

0.42 10.41 "

0.45 7.47 "

0.45 12.62 "


56/351

0.45 8.55 "

305.71 "

0.43 5.76 Cum.

0.44 9.46 "

0.41 4.65 "

0.43 6.09 "

0.45 22.21 "0.45 1.19 "

0.45 14.36 "

0.45 21.16 "

0.45 19.98 "

0.45 20.25 "

0.45 13.39 "

0.45 22.44 "

0.45 15.75 "

176.69 "


57/351


Measurement on dated:-

3

(a) All kinds of soil.

Noida Bound

R.D 930.00 to 1019.20

1 15.00 (2.05+2.10)/2

1 15.00 (2.10+2.20)/21 15.00 (2.20+2.25)/2

1 15.00 (2.25+2.25)/2

1 15.00 (2.25+2.20)/2

1 14.20 (2.20+2.15)/2

Measurement on dated:-

3

(a) All kinds of soil.Noida Bound

R.D 351.00 to 387.00 1 15.00 (2.40+2.30)/2

1 15.00 (2.30+2.40)/2

1 6.00 (2.40+2.40)/2

Deduction, Pipe Line 1 36.00 1.20

R.D 483.50 to 501.00 1 15.00 (2.10+2.10)/2

1 2.50 (2.10+2.00)/2

R.D 900.00 to 930.00 1 15.00 (1.85+1.95)/2

1 15.00 (2.30+2.05)/2

1 20.00 (2.10+2.05)/2

1 16.90 (2.05+2.05)/2

Earth work in excavation by mechanical means(Hydraulic excavator) / mannual labour in foundation

Earth work in excavation by mechanical means(Hydraulic excavator) / mannual labour in foundation

At Dallupura Road & Rd No. 102 T-Point, R.D1019.20 to 1039.20



58/351


2.20 68.48 Cum.

2.20 70.95 "2.20 73.43 "

2.20 74.25 "

2.20 73.43 "

2.20 67.95 "

428.49 "

1.48 52.17 "

1.48 52.17 "

1.48 21.31 "

0.90 -38.88 "

1.42 44.73 "

1.42 7.28 "

1.48 42.18 "

1.48 48.29 "

2.00 83.00 "

2.00 70.14 "


59/351

I.No. Description No. L B D or

18

Noida Bound

RD- 1215.00 to1225.00

1 10.00 (3.70+3.60)/2 0.10

Dallupura Bound

Deduction for bus stand 1 9.40 0.35 0.10Deduction for chamber 1 3.00 1.20 0.10




Total=

18

Noida Bound

RD- 1215.00 to1225.00

1 10.00 (3.70+3.60)/2 0.07

Dallupura Bound





Deduction for trees 3 0.60 0.60 0.07Total=

18

Noida Bound

RD- 1215.00 to1225.00

1 10.00 (3.70+3.60)/2 0.07

1 15.00 (2.00+1.90)/2 0.07

1 15.00 (1.90+1.65)/2 0.07

1 15.00 (1.65+1.60)/2 0.07

1 15.00 (1.60+1.60)/2 0.07

1 15.00 (1.60+1.40)/2 0.07

1 15.00 (1.40+1.55)/2 0.07

1 15.00 (1.55+1.60)/2 0.07

1 15.00 (1.60+1.90)/2 0.07

1 15.00 (1.90+1.25)/2 0.07

1 15.00 (1.25+1.45)/2 0.07

1 15.00 (1.45+1.35)/2 0.07


Ist layer, 90- 45mm

Laying spreading and compacting stone aggregate of specified

sizes to WBM specifications including spreading in uniform

IInd layer, 63-45mm


IIIrd layer, 53-22.50mm



60/351

1 13.00 (1.35+1.34)/2 0.07

Dallupura Bound






Total=

18

Noida Bound

RD- 1215.00 to1225.00

1 10.00 (3.70+3.60)/2 0.07

1 15.00 (2.00+1.90)/2 0.07

1 15.00 (1.90+1.65)/2 0.07

1 15.00 (1.65+1.60)/2 0.071 15.00 (1.60+1.60)/2 0.07

1 15.00 (1.60+1.40)/2 0.07

1 15.00 (1.40+1.55)/2 0.07

1 15.00 (1.55+1.60)/2 0.07

1 15.00 (1.60+1.90)/2 0.07

1 15.00 (1.90+1.25)/2 0.07

1 15.00 (1.25+1.45)/2 0.07

1 15.00 (1.45+1.35)/2 0.07

1 15.00 (1.35+1.30)/2 0.07

1 15.00 (1.30+1.22)/2 0.071 15.00 (1.22+1.35)/2 0.07

1 13.00 (1.35+1.34)/2 0.07

Dallupura Bound






Total=


VIth layer, 53-22.50mm



61/351


62/351

Quantity Unit

3.65 Cum

-0.33 "-0.36 "

-0.63 "

-0.41 "

-0.11 "

1.81 Cum

2.74 Cum

-0.25 "

-0.27 "

-0.47 "

-0.31 "

-0.08 "1.36 Cum

2.74 Cum

2.19 "

2.00 "

1.83 "

1.80 "

1.69 "

1.66 "

1.77 "

1.97 "

1.77 "

1.52 "

1.58 "


63/351

1.31 "

-0.25 "

-0.27 "

-0.47 "

-0.31 "

-0.08 "

26.81 Cum

2.74 Cum

2.19 "

2.00 "

1.83 "1.80 "

1.69 "

1.66 "

1.77 "

1.97 "

1.77 "

1.52 "

1.58 "

1.49 "

1.42 "1.45 "

1.31 "

-0.25 "

-0.27 "

-0.47 "

-0.31 "

-0.08 "

26.81 Cum


64/351


65/351

I.No Description No. L B

5

Dallupura Bound, DDA Drain

Start from R.D 607.50

Ist cut, RD 607.50 to 683.00 2 30.00 2.40

1 16.65 2.40IInd cut, RD- 1215.00 to1225.00 3 30.00 2.40

1 7.60 2.40

IIInd cut, RD- 1215.00 to1225.00 3 30.00 2.40

1 12.85 2.40

IVth cut, RD- 1215.00 to1225.00 4 30.00 2.40

1 7.75 2.40

Desilting of drains by getting out the manure/ sludgerubbish etc in or under water or liquid mud in foul positionin restricted working condition i/c disposal of excavatedmaterial by machenical transport including loading,unloadin and stackin for all leads and lifts Be ond initial


66/351


0.50 72.00 Cum.

0.50 19.98 "0.50 108.00 "

0.50 9.12 "

0.50 108.00 "

0.50 15.42 "

0.50 144.00 "

0.50 9.30 "

485.82 "


67/351


6

(a)

Noida Bound, Box Drain

R.D 930.00 to 1019.20 2 30.00 1.40

1 29.20 1.40

6

(a)

Noida Bound

R.D 351.00 to 387.00 1 15.00 (1.40+1.25)/2

1 15.00 (1.25+0.85)/2

1 6.00 (0.85+1.40)/2

R.D 483.50 to 501.00 1 15.00 1.40

1 2.50 1.40

R.D 900.00 to 930.00 1 15.00 1.40

1 15.00 1.40

1 20.00 1.70

1 16.90 1.70

6

(a)

Budh Singh Marg, Dallupura bound 1 15.00 (1.16+1.37)/2

Ist Cut 1 15.00 (1.37+1.58)/2

1 15.00 (1.58+2.04)/2

1 10.20 (2.04+2.38)/2

flair 1./3 0.60 2.38

IIIrd Cut 2./3 1.57 2.50

1 15.00 (2.50+2.65)/2

1 4.25 (2.65+2.63)/2

IVth Cut 1 5.00 (2.65+2.63)/2

Budh Singh Marg, Vasundhara bound 1 15.00 (2.20+2.67)/2

1 15.00 (2.67+2.45)/2

1 15.00 (2.45+2.55)/2

1 15.00 (2.55+2.45)/2

1 15.00 (2.45+2.42)/2

1 15.00 (2.68+2.58)/2

1 6.65 (2.58+2.60)/2

1 17.50 (2.55+2.45)/2

Ramp Dustbin, (10.70+10.75+12.15/3=11.20)

1 11.20 (3.45+4.00+4.65)/3

1./3 10.70 0.40

P/L in position cement concrete of specified gradeexcluding the cost of centering and shuttering all work

1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone


1:5:10 (1 cement : 5 coarse sand : 10 graded stone






68/351


0.10 8.40 Cum.

0.10 4.09 "

12.49 "

0.10 1.99 Cum.

0.10 1.58 "

0.10 0.68 "

0.10 2.10 "

0.10 0.35 "

0.10 2.10 "

0.10 2.10 "

0.10 4.15 "

0.10 3.51 "

0.08 1.42 Cum.

0.08 1.66 "

0.08 2.04 "

0.08 1.69 "

0.08 0.04 "

0.08 0.2 "

0.08 2.9 "

0.08 0.84 "

0.08 0.99 "

0.08 2.74 "

0.08 2.88 "

0.08 2.81 "

0.08 2.81 "

0.08 2.74 "

0.08 2.96 "

0.08 1.29 "

0.08 3.28 "

0.08 3.39 "

0.08 0.11 "


69/351


7



Top Slab, Panel No 1 1 5.20 2.88

2 2.88 0.10


2 2.80 0.10


2 2.83 0.10


2 2.82 0.10

Top Slab, Panel No 5 1 5.20 2.832 2.83 0.10


2 2.82 0.10


2 2.83 0.10


2 2.83 0.10


2 2.84 0.10


2 2.84 0.10


2 2.84 0.10


2 2.85 0.10

Top Slab, Panel No 13, culvert

(3.16+2.90)/2 1 0.95 3.03

1 2.90 0.10


2 2.85 0.10

Providing and laying in position ready mixedconcrete manufactured in fully automatic batching


70/351


2 2.83 0.10


2 2.84 0.10


2 2.83 0.10


2 2.83 0.10


2 2.87 0.10


2 2.85 0.10

Top Slab, Panel No 22 1 5.20 2.832 2.83 0.10


2 2.82 0.10


2 2.83 0.10

Top Slab, Panel No 25 1 5.20 2.842 2.84 0.10


2 2.82 0.10


2 2.84 0.10

Top Slab, Panel No 28 1 3.08 2.842 2.84 0.10

Top Slab, Panel No 29, culvert 1 3.08 2.90

1 2.90 0.10


2 2.88 0.10


2 2.86 0.10

T Sl b P l N 32 1 5 20 2 84


71/351


2 2.87 0.10


2 2.84 0.10


2 2.84 0.10


2 2.80 0.10


2 2.86 0.10


2 2.87 0.10

Top Slab, Panel No 39 1 5.20 2.842 2.84 0.10


2 2.85 0.10


2 2.86 0.10


2 2.84 0.10


2 2.87 0.10


2 2.85 0.10


2 2.76 0.10


1 1.36 0.10


2 2.83 0.10


2 2.81 0.10

Top Slab, Panel No 49 1 5.20 2.812 2.81 0.10


72/351


2 2.82 0.10


2 2.82 0.10


2 2.81 0.10


2 2.85 0.10


2 2.82 0.10


2 2.80 0.10


2 2.85 0.10


1 2.80 0.10


2 2.78 0.10

Top Slab, Panel No 60 1 5.20 2.822 2.82 0.10


2 2.81 0.10


2 2.83 0.10


2 2.80 0.10


2 2.81 0.10


2 2.80 0.10


1 2.82 0.10

7 P idi d l i i iti d i d


73/351

Raft.


R.D 840.00 to 900.00 2 30.00 1.30

Wall

R.D 810.00 to 900.00 2x2 30.00 0.15

7


Raft.


R.D 930.00 to 1019.20 2 30.00 1.30

1 29.20 1.30

Wall

R.D 930.00 to 1019.20 2x2 30.00 0.15

1x2 29.20 0.15

7

Raft.


R.D 351.00 to 387.00 1 5.00 (1.27+1.08)/2

1 5.00 (1.08+0.95)/2

1 5.00 (0.95+0.93)/2

1 5.00 (0.93+1.15)/2

1 5.00 (1.15+1.28)/2

1 5.00 (1.28+1.30)/2

1 6.00 (1.30+1.30)/2

R.D 483.50 to 501.00 1 15.00 1.30

1 2.50 1.30

R.D 900.00 to 930.00 1 15.00 1.30

1 15.00 1.30

R.D 1019.20 to .00

Wall


R.D 351.00 to 387.00 1x2 15.00 0.15

1x2 15.00 0.15

1x2 6.00 0.15

R.D 483.50 to 501.00 1x2 15.00 0.15

1x2 2.50 0.15

R.D 900.00 to 930.00 1x2 15.00 0.15

1x2 15.00 0.15

R.D 1019.20 to .00

Wall

R.D 348.00 to R.D 1019.20 2 12.00 (0.05+0.05)/2

2 15.00 (0.05+0.10)/2

Providing and laying in position ready mixed

concrete manufactured in fully automatic batching



74/351

2 15.00 (0.21+0.21)/2

2 15.00 (0.21+0.28)/2

2 15.00 (0.28+0.25)/2

2 15.00 (0.25+0.25)/2

2 15.00 (0.25+0.21)/2

2 15.00 (0.21+0.22)/2

2 15.00 (0.22+0.22)/2

2 15.00 (0.22+0.20)/2

2 15.00 (0.20+0.27)/22 15.00 (0.27+0.23)/2

2 15.00 (0.23+0.22)/2

2 15.00 (0.22+0.24)/2

2 15.00 (0.24+0.23)/2

2 15.00 (0.23+0.24)/2

2 15.00 (0.24+0.21)/2

2 15.00 (0.21+0.25)/2

2 15.00 (0.25+0.32)/2

2 15.00 (0.32+0.33)/2

2 15.00 (0.33+0.45)/22 15.00 (0.45+0.43)/2

2 15.00 (0.43+0.45)/2

2 15.00 (0.45+0.45)/2

2 15.00 (0.45+0.52)/2

2 15.00 (0.52+0.50)/2

2 15.00 (0.50+0.54)/2

2 12.00 (0.54+0.57)/2

2 3.00 (0.57+0.58)/2

2 15.00 (0.58+0.60)/2

2 15.00 (0.60+0.66)/22 15.00 (0.66+0.75)/2

2 15.00 (0.75+0.77)/2

2 15.00 (0.77+0.78)/2

2 15.00 (0.78+0.75)/2

2 15.00 (0.75+0.70)/2

2 15.00 (0.70+0.67)/2

2 15.00 (0.67+0.72)/2

2 15.00 (0.72+0.77)/2

2 15.00 (0.77+0.85)/2

2 15.00 (0.85+0.87)/22 15.00 (0.87+0.85)/2

2 14.20 (0.85+0.83)/2

7

Slab

R.D 303.80 to R.D 967.00 1 11.20 (1.30+1.30)/2

1 15.00 (1.30+1.30)/2



75/351

1 15.00 (1.20+1.26)/2

1 15.00 (1.26+1.29)/2

1 15.00 (1.29+1.25)/2

1 15.00 (1.25+1.26)/2

1 15.00 (1.26+1.27)/2

1 15.00 (1.27+1.28)/2

1 15.00 (1.28+1.22)/2

1 15.00 (1.22+1.26)/2

1 15.00 (1.26+1.28)/21 15.00 (1.28+1.26)/2

1 15.00 (1.26+1.29)/2

1 15.00 (1.29+1.28)/2

1 15.00 (1.28+1.24)/2

1 15.00 (1.24+1.33)/2

1 15.00 (1.33+1.32)/2

1 15.00 (1.32+1.32)/2

1 15.00 (1.32+1.25)/2

1 15.00 (1.25+1.24)/2

1 15.00 (1.24+1.29)/21 15.00 (1.29+1.30)/2

1 15.00 (1.30+1.26)/2

1 15.00 (1.26+1.35)/2

1 15.00 (1.35+1.29)/2

1 15.00 (1.29+1.29)/2

1 15.00 (1.29+1.34)/2

1 15.00 (1.34+1.38)/2

1 15.00 (1.38+1.36)/2

1 15.00 (1.36+1.30)/2

1 15.00 (1.30+1.28)/21 15.00 (1.28+1.27)/2

1 15.00 (1.27+1.28)/2

1 15.00 (1.28+1.23)/2

1 15.00 (1.23+1.31)/2

1 15.00 (1.31+1.31)/2

1 15.00 (1.31+1.27)/2

1 15.00 (1.27+1.29)/2

1 15.00 (1.29+1.32)/2

1 15.00 (1.32+1.29)/2

1 15.00 (1.29+1.33)/21 7.00 (1.33+1.30)/2

R.D 967.00 to R.D 974.10,Culvert 1 7.10 (1.30+1.28)/2

R.D 974.10 to R.D 1019.20 1 0.90 (1.28+1.28)/2

1 15.00 (1.28+1.22)/2

1 15.00 (1.22+1.34)/2

1 14.20 (1.34+1.35)/2

Less for openings 126 1.22 1.17

Culvert at Dallupura Mkt. 1 5.70 1.20

Culvert at Bhudh Singh Chowk 1 4.00 1.40

At D ll R d & Rd N 102 T P i t


76/351

7

Budh Singh Marg Dallupura bound 1 7.50 (1.10+1.20)/2

Ist Cut 1 7.50 (1.20+1.35)/2

1 7.50 (1.35+1.43)/2

1 7.50 (1.43+1.61)/21 6.35 (1.61+1.84)/2

1 7.50 (1.84+2.17)/2

1 7.50 (2.17+2.34)/2

1 1.30 (2.34+2.40)/2

1./3 1.00 2.40

Deduction For I.Tiles

Deduction For Tree 1 0.40 0.40

IInd Cut 2./3 1.43 2.80

1 5.40 (2.80+2.98)/2

1 15.00 (2.98+2.80)/21 15.00 (2.80+2.80)/2

1 15.00 (2.80+2.80)/2

1 4.15 (2.80+2.82)/2

2./3 1.35 2.82

IIIrd Cut 2./3 1.57 2.5

1 15.00 (2.50+2.65)/2

1 4.25 (2.65+2.63)/2

Deduction For Block Area

IVth Cut 1 1.33 (2.52+2.60)/21 15.00 (2.60+2.60)/2

1 15.00 (2.60+2.55)/2

1 15.00 (2.55+2.65)/2

1 15.00 (2.65+2.63)/2

1 15.00 (2.63+2.55)/2

1 15.00 (2.55+2.60)/2

1 15.00 (2.60+2.40)/2

1 3.50 (2.40+2.32)/2


Deduction For Tree 6 0.40 0.41 1.44 1.4

Budh Singh Marg Vasundhara Bound 1 10.00 (1.90+2.24)/2

1 10.00 (2.24+2.23)/2

1 6.05 (2.23+2.23)/2


Budh Singh Marg Vasundhara Bound 1 15.00 (2.20+2.67)/2

1 15.00 (2.67+2.45)/2

1 15.00 (2.45+2.55)/2

1 15.00 (2.55+2.45)/21 15.00 (2.45+2.42)/2

1 15 00 (2 42 2 48)/2


plant and transported to site of work in transit


77/351

1 15.00 (2.55+2.50)/2

1 15.00 (2.50+2.58)/2

1 15.00 (2.58+2.58)/2

1 15.00 (2.58+2.68)/2

1 15.00 (2.68+2.58)/2

1 6.65 (2.58+2.60)/2


Deduction For Tree 9 0.40 0.40

Ramp Dustbin 1 (10.70+10.75+12.15)/3 (3.05+3.90+4.55)/31./3 10.70 0.40


78/351


0.20 3.00 Cum.

0.10 0.06 "

0.20 2.91 Cum.

0.10 0.06 "

0.20 2.94 Cum.

0.10 0.06 "

0.20 2.93 Cum.

0.10 0.06 "

0.20 2.94 Cum.0.10 0.06 "

0.20 2.93 Cum.

0.10 0.06 "

0.20 2.94 Cum.

0.10 0.06 "

0.20 2.94 Cum.

0.10 0.06 "

0.20 2.95 Cum.

0.10 0.06 "

0.20 2.95 Cum.

0.10 0.06 "

0.20 2.95 Cum.

0.10 0.06 "

0.20 2.96 Cum.

0.10 0.06 "

0.20 0.58 Cum.

0.10 0.03 "

0.20 2.96 Cum.

0.10 0.06 "


79/351

0.20 2.94 Cum.

0.10 0.06 "

0.20 2.95 Cum.

0.10 0.06 "

0.20 2.94 Cum.

0.10 0.06 "

0.20 2.94 Cum.

0.10 0.06 "

0.20 2.98 Cum.

0.10 0.06 "

0.20 2.96 Cum.

0.10 0.06 "

0.20 2.94 Cum.0.10 0.06 "

0.20 2.93 Cum.

0.10 0.06 "

0.20 2.94 Cum.

0.10 0.06 "

0.20 2.95 Cum.0.10 0.06 "

0.20 2.93 Cum.

0.10 0.06 "

0.20 2.95 Cum.

0.10 0.06 "

0.20 1.75 Cum.0.10 0.06 "

0.20 1.79 Cum.

0.10 0.03 "

0.20 3.00 Cum.

0.10 0.06 "

0.20 2.97 Cum.

0.10 0.06 "

0 20 2 95 C


80/351

0.20 2.98 Cum.

0.10 0.06 "

0.20 2.95 Cum.

0.10 0.06 "

0.20 2.95 Cum.

0.10 0.06 "

0.20 2.91 Cum.

0.10 0.06 "

0.20 2.97 Cum.

0.10 0.06 "

0.20 2.98 Cum.

0.10 0.06 "

0.20 2.95 Cum.0.10 0.06 "

0.20 2.96 Cum.

0.10 0.06 "

0.20 2.97 Cum.

0.10 0.06 "

0.20 2.95 Cum.

0.10 0.06 "

0.20 2.98 Cum.

0.10 0.06 "

0.20 2.96 Cum.

0.10 0.06 "

0.20 1.26 Cum.

0.10 0.06 "

0.20 0.75 Cum.

0.10 0.01 "

0.20 2.17 Cum.

0.10 0.06 "

0.20 2.92 Cum.

0.10 0.06 "

0.20 2.92 Cum.0.10 0.06 "


81/351

0.20 2.93 Cum.

0.10 0.06 "

0.20 2.93 Cum.

0.10 0.06 "

0.20 2.92 Cum.

0.10 0.06 "

0.20 2.96 Cum.

0.10 0.06 "

0.20 2.93 Cum.

0.10 0.06 "

0.20 2.91 Cum.

0.10 0.06 "

0.20 2.96 Cum.

0.10 0.06 "

0.20 0.53 Cum.

0.10 0.03 "

0.20 2.89 Cum.

0.10 0.06 "

0.20 2.93 Cum.0.10 0.06 "

0.20 2.92 Cum.

0.10 0.06 "

0.20 2.94 Cum.

0.10 0.06 "

0.20 2.91 Cum.

0.10 0.06 "

0.20 2.92 Cum.

0.10 0.06 "

0.20 2.91 Cum.

0.10 0.06 "

0.20 2.31 Cum.

0.10 0.03 "

185.69


82/351

0.15 11.70 Cum.

1.20 21.60 "

Total= 33.30 Cum.

0.15 11.70 Cum.

0.15 5.69 "

1.20 21.60 "

1.20 10.51 "

Total= 49.50 Cum.

0.15 0.88 Cum.

0.15 0.76 "

0.15 0.71 "

0.15 0.78 "

0.15 0.91 "

0.15 0.97 "

0.15 1.17 "

0.15 2.93 "

0.15 0.49 "

0.15 2.93 "

0.15 2.93 "

1.20 5.40 Cum.

1.20 5.40 "

1.20 2.16 "

1.20 5.40 "

1.20 0.90 "

1.20 5.40 "

1.20 5.40 "

0.15 0.18 Cum.

0.15 0.34 "


83/351


84/351

0.15 2.77 "

0.15 2.87 "

0.15 2.86 "

0.15 2.82 "

0.15 2.85 "

0.15 2.87 "

0.15 2.81 "

0.15 2.79 "

0.15 2.86 "0.15 2.86 "

0.15 2.87 "

0.15 2.89 "

0.15 2.84 "

0.15 2.89 "

0.15 2.98 "

0.15 2.97 "

0.15 2.89 "

0.15 2.80 "

0.15 2.85 "0.15 2.91 "

0.15 2.88 "

0.15 2.94 "

0.15 2.97 "

0.15 2.90 "

0.15 2.96 "

0.15 3.06 "

0.15 3.08 "

0.15 2.99 "

0.15 2.90 "0.15 2.87 "

0.15 2.87 "

0.15 2.82 "

0.15 2.86 "

0.15 2.95 "

0.15 2.90 "

0.15 2.88 "

0.15 2.94 "

0.15 2.94 "

0.15 2.95 "0.15 1.38 "

0.15 1.37 "

0.15 0.17 "

0.15 2.81 "

0.15 2.88 "

0.15 2.86 "

0.15 -26.98 "

111.18 "

0.20 1.37 "

0.20 1.12 "


85/351

32.40 "

0.08 0.65

0.08 0.72

0.08 0.78

0.08 0.860.08 0.82

0.08 1.13

0.08 1.27

0.08 0.23

0.08 0.06

0.08 -0.01

0.08 0.2

0.08 1.17

0.08 3.250.08 3.15

0.08 3.15

0.08 0.87

0.08 0.19

0.08 0.2

0.08 2.9

0.08 0.84

0.08 0.260.08 2.93

0.08 2.9

0.08 2.93

0.08 2.97

0.08 2.91

0.08 2.9

0.08 2.81

0.08 0.62

0.08 -0.070.08 -0.15

0.08 1.55

0.08 1.68

0.08 1.03

0.08 2.74

0.08 2.88

0.08 2.81

0.08 2.810.08 2.74

0 08 2 76


86/351

0.08 2.84

0.08 2.86

0.08 2.9

0.08 2.96

0.08 2.96

0.08 1.29

0.08 -0.11

0.13 5.370.08 0.11

91.32


87/351


8

(a) TMT bars.



Top Slab, Panel No 1 to 4

16mm Dia.

Bottom main, crank 4x35 2.83

Bottom main,straight, at both ends 4x2 2.78Top, Extra 4x35 0.75

@ 1.579 kg/m,

Marked

Top Slab

10mm Dia.

Bottom, Distribution 4x19 5.35

Top, Distribution 4x10 5.15

Bottom, Chair 4x6 1.05

@ 0.617 kg/m, 6

Marked

Total Weight [A] + [B] =

8

(a) TMT bars.




16mm Dia.


Bottom main,straight, at both ends 4x2 2.78

Top, Extra 4x35 0.75

@ 1.579 kg/m,

Marked

Top Slab

10mm Dia.




@ 0.617 kg/m,

Marked


8

(a) TMT bars.

Dallupura Bound, DDA DrainStart from R.D 607.50

Top Slab Panel No 9 to 12

Reinforcement for RCC work including straightening, cutting,




88/351



@ 1.579 kg/m,

Marked

Top Slab

10mm Dia.


Top, Distribution 4x10 5.15Bottom, Chair 4x6 1.05

@ 0.617 kg/m,

Marked


8

(a) TMT bars.


Between R.D.407 to R.D.410(3m)

Top Slab, Culvert Panel No. 13

16mm Dia.

Top & Bottom, main 2x2 3.10

2x2 3.00

2x3 2.85





@ 1.579 kg/m,

Marked

Top Slab, Culvert Panel No. 13

10mm Dia.

Top & Bottom, Distribution 2x19 1.00

Chair 2x2 1.05





@ 0.617 kg/m, 5

Marked


8

(a) TMT bars.







89/351


90/351

@ 0.617 kg/m,

Marked


8

(a) TMT bars.


Top Slab, Culvert Panel No. 2916mm Dia.

Top & Bottom, main 2x20 2.82





@ 1.579 kg/m,

Marked

Top Slab, Culvert Panel No. 2910mm Dia.

Top & Bottom, Distribution 2x19 3.02

Chair 2x2 1.05





@ 0.617 kg/m, 5

MarkedTotal Weight [A] + [B] =

8

(a) TMT bars.




16mm Dia.




@ 1.579 kg/m,

Marked

Top Slab

10mm Dia.




@ 0.617 kg/m,




91/351

8

(a) TMT bars.




16mm Dia.




@ 1.579 kg/m,

Marked

Top Slab

10mm Dia.




@ 0.617 kg/m,Marked


8

(a) TMT bars.




16mm Dia.




@ 1.579 kg/m,

Marked

Top Slab

10mm Dia.




@ 0.617 kg/m,

Marked


8

(a) TMT bars.


Start from R.D 607.50Top Slab, Panel No 45

16mm Dia





92/351

Top, Extra 13 0.75

Top Slab, Panel No 46

Bottom main, crank 8 2.75

Bottom main,straight, at both ends 2 2.70

Top, Extra 8 0.75





@ 1.579 kg/m,

Marked


10mm Dia.

Bottom, Distribution 19 2.20

Top, Distribution 10 2.20

Chair 2x2 1.05


Bottom, Distribution 19 1.31Top, Distribution 10 1.31

Chair 2x2 1.05





@ 0.617 kg/m, 4

Marked


8

(a) TMT bars.




16mm Dia.




@ 1.579 kg/m,

Marked

10mm Dia.




@ 0.617 kg/m,

Marked




93/351




16mm Dia.




@ 1.579 kg/m,Marked

10mm Dia.




@ 0.617 kg/m,

Marked


8

(a) TMT bars.




16mm Dia.




@ 1.579 kg/m,

Marked

10mm Dia.




@ 0.617 kg/m,

Marked


8

(a) TMT bars.




16mm Dia.







94/351




@ 0.617 kg/m,

Marked


8(a) TMT bars.



16mm Dia.


Bottom main, crank 35 2.80

Bottom main,straight, at both ends 2 2.75

Top, Extra 35 0.75


Bottom main, crank 27 2.80Bottom main,straight, at both ends 1 2.75

Top, Extra 27 0.75

@ 1.579 kg/m,

Marked

10mm Dia.




Bottom, Chair 6 1.05

Top Slab, Panel No 66.




@ 0.617 kg/m, 2

Marked


8

(a) TMT bars.


Between RD.825 to 870(45m)

Raft & Wall

10mm Dia.

Bottom, main 300 6.15

Top, main 300 5.55


Wall, U- Chair 44 0.60




95/351

Raft & Wall

8mm Dia.



Over Lap 45 0.50

Road side wall, Distribution ,(9+9) 18 45.00

STP Boundary Side Wall, Distribution,(9+9)

18 45.00

Over Lap 105 0.50

@ 0.395 kg/m, 19

Marked


8

(a) TMT bars.



Raft & Wall10mm Dia.


Top, main 200 5.60



@ 0.617 kg/m, 24

Marked

Raft & Wall

8mm Dia.Bottom, Distribution 8 30.00


Over Lap 30 0.50



18 30.00

Over Lap 72 0.50

@ 0.395 kg/m, 15

Marked


8

(a) TMT bars.



Raft & Wall

10mm Dia.


Top, main 200 5.50




96/351

@ 0.617 kg/m, 24

Marked

Raft & Wall

8mm Dia.



Over Lap 30 0.50


STP Boundary Side Wall, Distribution,(9+9)18 30.00

Over Lap 72 0.50

@ 0.395 kg/m, 15

Marked


8

(a) TMT bars.

Noida Bound, Box DrainBetween RD.930 to 975.00(45m)

Raft & Wall

10mm Dia.


Top, main 300 5.60



@ 0.617 kg/m, 37

MarkedRaft & Wall

8mm Dia.



Over Lap 45 0.50



18 45.00

Over Lap 105 0.50

@ 0.395 kg/m, 23

Marked


8

(a) TMT bars.


Between RD.975.00 to 1019.20 (44.20m)

Raft & Wall

10mm Dia.




97/351


@ 0.617 kg/m, 37

Marked

Raft & Wall

8mm Dia.



Over Lap 43 0.50Road side wall, Distribution ,(9+9) 18 44.20


18 44.20

Over Lap 105 0.50

@ 0.395 kg/m, 23

Marked


8(a) TMT bars.


Between RD.303.80 to 382.00

Slab (13+1 Nos.)

10mm Dia.

Bottom, main 13x30 1.25

Top, main 13x30 1.25



Top, main 24 1.25


@ 0.617 kg/m, 10

Marked

Slab

8mm Dia.





@ 0.395 kg/m, 9

Marked


8

(a) TMT bars.



Slab (14 Nos.)

10mm Dia.




98/351

@ 0.617 kg/m, 11

Marked

Slab

8mm Dia.



@ 0.395 kg/m, 9Marked


8

(a) TMT bars.


Between RD.460. to 540.00

Slab (14 Nos.)

10mm Dia.

Bottom, main 14x30 1.25Top, main 14x30 1.25


@ 0.617 kg/m, 11

Marked

Slab

8mm Dia.



@ 0.395 kg/m, 9

Marked


8

(a) TMT bars.



Slab (14 Nos.)

10mm Dia.




@ 0.617 kg/m, 11

Marked

Slab

8mm Dia.






99/351

8

(a) TMT bars.



Slab (14 Nos.)

10mm Dia.


Top, main 14x30 1.25Bottom, Chair 14x7 0.90

@ 0.617 kg/m, 11

Marked

Slab

8mm Dia.



Wall

Road side wall, Distribution ,(1+1) 2 20.00STP Boundary Side Wall, Distribution,(1+1)

2 20.00

Over Lap 4 0.50

@ 0.395 kg/m, 10

Marked


8

(a) TMT bars.



Slab (14 Nos.)

10mm Dia.




@ 0.617 kg/m, 11

Marked

Slab

8mm Dia.



Wall



2 80.00

Over Lap 24 0.50

@ 0.395 kg/m, 13




100/351

8

(a) TMT bars.



Slab (14 Nos.)

10mm Dia.




@ 0.617 kg/m, 11

Marked

Slab

8mm Dia.



Wall


STP Boundary Side Wall, Distribution,(2+2)4 75.00

Over Lap 40 0.50

@ 0.395 kg/m, 15

Marked


8

(a) TMT bars.



Slab (13+1 Nos.)

10mm Dia.





Top, main 19 1.25


@ 0.617 kg/m, 11

Marked

Slab

8mm Dia.





Wall






101/351

@ 0.395 kg/m, 16

Marked


8

(a) TMT bars.



Slab (6 Nos.+1 Nos. Culvert)10mm Dia.


Top, main 6x30 1.25


Bottom, Distribution, Culvert 7 7.05

Top, Distribution, Culvert 7 7.05

Bottom, Chair, Culvert 7 1.00

@ 0.617 kg/m, 5

MarkedSlab

8mm Dia.



Wall



6 37.00

Over Lap 36 0.50

@ 0.395 kg/m, 8

Marked

Culvert

16mm Dia.


Top, main 45 1.20

@ 0.617 kg/m, 1

Marked

Total Weight [A] + [B] +[C] =

8

(a) TMT bars.


Between RD.974.10 to 1019.20

Slab (8 Nos.)

10mm Dia.


Top, main 8x30 1.25





102/351

8mm Dia.



Wall



6 45.10

Over Lap 36 0.50

@ 0.395 kg/m, 1

Marked


8

(a) TMT bars.


Between RD.974.10 to 1019.20

Slab (8 Nos.)

10mm Dia.Bottom, main 8x30 1.25

Top, main 8x30 1.25


@ 0.617 kg/m, 11

Marked

Slab

8mm Dia.



Wall



6 45.10

Over Lap 36 0.50

@ 0.395 kg/m, 1

Marked


8

(a) TMT bars.

16mm Dia.

Culvert at Dallupura Mkt.


Top, main 39 1.15

Culvert at Bhudh Singh Chowk


Top, main 36 1.34

@ 1.579 kg/m, 1




103/351




Culvert at Bhudh Singh Chowk




@ 0.617 kg/m,Marked



104/351


396.20 m

22.24 "105.00 "

Total 523.44 m

23.44 x1.579= 826.51 kg.

[A] 826.51 kg.

406.60 m

206.00 "

25.20 "

Total 637.80 m37.80 x 0.617= 393.52 kg.

[B] 393.52 kg.

1220.03 kg.

396.20 m

22.24 "

105.00 "

Total 523.44 m

23.44 x1.579= 826.51 kg.

[A] 826.51 kg.

406.60 m

206.00 "

25.20 "

Total 637.80 m

637.8 x 0.617= 393.52 kg.

[B] 393.52 kg.

1220.03 kg.


105/351

22.24 "

105.00 "

Total 523.44 m

23.44 x1.579= 826.51 kg.

[A] 826.51 kg.

406.60 m

206.00 "25.20 "

Total 637.80 m

637.8 x 0.617= 393.52 kg.

[B] 393.52 kg.

1220.03 kg.

12.40 m

12.00 "

17.10 "

297.15 m

16.68 "

78.75 "Total 434.08 "

34.08 x1.579= 685.41 kg.

[A] 685.41 kg.

38.00 m

4.20 "

304.95 m

154.50 "

18.90 "

Total 520.55 m

20.55 x 0.617= 321.18 kg.

[B] 321.18 kg.

1006.59 kg.


106/351

105.00 "

Total 523.44 m

23.44 x1.579= 826.51 kg.

[A] 826.51 kg.

406.60 m

206.00 "

25.20 "Total 637.80 m

637.8 x 0.617= 393.52 kg.

[B] 393.52 kg.

1220.03 kg.

396.20 m

22.24 "

105.00 "

Total 523.44 m

23.44 x1.579= 826.51 kg.

[A] 826.51 kg.

406.60 m

206.00 "

25.20 "

Total 637.80 m

637.8 x 0.617= 393.52 kg.

[B] 393.52 kg.

1220.03 kg.

396.20 m

22.24 "

105.00 "

Total 523.44 m

23.44 x1.579= 826.51 kg.

[A] 826.51 kg.


107/351

Total 637.80 m

637.8 x 0.617= 393.52 kg.

[B] 393.52 kg.

1220.03 kg.

112.80 m

297.15 m

16.68 "

78.75 "

Total 505.38 "

05.38 x1.579= 798.00 kg.

[A] 798.00 kg.

114.76 m

4.20 "

304.95 m

154.50 "

18.90 "

Total 597.31 m

97.31 x 0.617= 368.54 kg.

[B] 368.54 kg.1166.54 kg.

396.20 m

22.24 "

105.00 "

Total 523.44 m

23.44 x1.579= 826.51 kg.

[A] 826.51 kg.

406.60 m

206.00 "

25.20 "

Total 637.80 m

637.8 x 0.617= 393.52 kg.


108/351

396.20 m

22.24 "

105.00 "Total 523.44 m

23.44 x1.579= 826.51 kg.

[

iiird ra bill dallupura

Documents