Well Foundation

Package-I Detailed Project Report Vol-VIII Bill of Quantities

Pune-Solapur of NH-9 in the state of MaharashtraPackage No.-NHDP-III/DL4/04

Zaidun Leeng Sdn.Bhd.Artefact Projects

1




2

6A01

(i) Earthen soil of all typesfor abutment 2 13.0 7.50 1.00 195.00for retaining wall 4 10.0 5.80 1.80 417.60for shear key 4 10.0 0.50 0.60 12.00

624.60 Cumin soft rock For abutment 2 13.0 7.50 1.50 292.50

292.50 Cum6A02

(i) For levelling coarse below foundation & approach slab

for abutment 2 12.2 6.70 0.10 16.35for retaining wall 4 10.2 5.00 0.10 20.40for shear key 4 10.2 0.50 0.10 2.04for aproach slab 2 12.0 3.50 0.10 8.40

47.19 Cum6A03

for abutment 2 12.0 6.50 0.50 78.002 12.0 3.75 0.75 67.502 12.0 1.00 1.25 30.00

for pierP1 & P2 2 7.20 5.70 0.30 4.32

2 6.35 3.20 0.70 8.89for retaining wall 4 10.0 4.80 0.50 96.00

4 10.0 2.90 0.50 58.004 10.0 0.90 1.50 54.00

for shear key 4 10.0 0.50 0.60 12.00

408.71 Cum6A.04

4 29.20 8410 0.00 MT6A05

MEASUREMENTS - NEW MAJOR BRIDGES CH. 458.150Earthwork in Excavation of foundation for structure complete as per drawing and Technical Specification Clause 304.

Plain cement concrete M 15 grade complete as per Technical Specification Sections 1700, 2100 and 2700.

Structural cement concrete for plain / reinforced concrete for foundation including formwork, machinery and workmanship complete as per drawing and Technical Specification Sections 1500, 1700 and 2100.

(i) M 25 grade ( up to top of footing)

Bored cast in situ M 35 grade reinforced cement concrete pile of 1200 mm dia including empty boring and removal of excavated earth with all lifts and lead upto 1000m but excluding reinforcement complete as per drawing and Technical Specification Sections 1100, 1500, 1600 and 1700.

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.




3

Well curb - M-30 Grade 2 29.2 0.53 1.62 49.67 Cum

Well steining - RCC M-25 2 29.2 0.90 8.00 420.51 Cum2

Bottom Plug - PCC M - 20 2 3.14 21.2 1.920 255.14 Cum

Intermediate plug - PCC M - 20 2 66.4 0.30 39.87 Cum

Top plug - PCC M - 20 2 3.14 17.6 0.50 55.390 Cum

Well cap - RCC M -25 2 3.14 25.0 0.50 78.50 Cum

6A06

10 m Dia For Well0-3 MP1 & P2 2 3.000 6.00

6.00 Rmt03-10 M10 m Dia For WellP1 & P2 2 7.00 14.00

14.00 Rmt6A07

2 3.14 16.8 5.780 610.2 Cum6A08

2 31.400 0.006 0.81 0.31 Cum2 25.748 0.01 1.62 0.83 Cum2 25.748 0.006 3.00 0.93 Cum

2.07 Cum2.03 MT

1 29.20 0.025 0.73 cum

2 29.20 0.500 0.01 0.35 cum1.08

82.67 MT6A09

Sinking of well through all type of soil and rock ( other than pneumatic method of sinking ) complete as per drawing and technical specifications.

Sand filling in wells complete as per drawing and technical specifications.

Providing steel liner 10 mm thick for curbs and 6 mm thick for steining of wells including fabricating and setting out as per detailed drawing.

Providing and laying cutting edge of mild steel for well foundation complete as per drawing and technical specification 1200, 1900.

Structural cement concrete for plain / reinforced concrete for sub structure including formwork, machinery and workmanship complete as per drawing and Technical Specification Sections 1500, 1700 and 2200.




4

(i) M 25 grade

for abutment A1 2 12.0 1.00 5.00 120.002 12.0 1.15 0.50 13.802 12.0 1.30 0.50 15.60

for dirt wall 2 12.0 0.30 2.00 14.40for bracket 2 12.0 0.24 0.20 1.15

for pier

P1 2 5.50 0.70 5.00 55.002 7.00 2.00 0.50 7.00

P2 2 8.50 2.00 0.50 8.5for retaining wall 4 10.0 0.75 8.00 240.00

475.45 Cum24 0.500 0.50 0.50 3.00 Cum

6A10

(i) For Bridgesfor abutment 2 12.0 5.50 132.00for retaining wall 4 10.0 8.50 340.00

472.00473.00 Nos

6A11

(ii) M 35 grade for pedestalProviding 100mm diameter PVC pipe for weep holes in retaining wall, abutment, wing/return wall complete as per Technical Specification Clause 2706.

Supplying , fitting and fixing bearings in position true to line and level complete as per drawing and Technical Specification Section 2000.




5

(i) POT/POT- PTFE bearing for Bridges150 ton Fixed

Free125 ton Fixed

Free75 ton Fixed

FreeTar paper bearing Elestomeric bearing 24 63.00 40.00 4.80 290304 Cucm

6A12

a) Grade M 30 for RCC cast in situ slab. 0.000.00 Cum

6A13

(a) Grade M 40 for PSC girder Ref No.MoST - SD/317-SH-3for 20.81 span 8 14.62 116.96 Cum

for 27.64 m span 4 20.16 80.64 Cum

PSC slab 1 69.3 12.00 0.25 207.78 Cum

Cross girder 3 0.3 9.6 1.8 15.55 CumTotal 420.93 Cum

6A14

(a) Foundation 1 408.7 44958 45.00 MT

For Well Steining 1 420.5 46256 47.00 MT

For Well Cap 1 78.5 8635 9.00 MT

For Well Curb 1 49.7 5464 6.00 MT

(b) Substructure 1 475 52300 53.00 MT

For Pedestal 1 3.00 525 1.0000 MT

(c) Superstructure

(i) Grade M 40 for PSC girder 1 420.9 100 kg 42093 42.09 MT

203.09 MT6A15

Ref No.MoST - SD/317-SH-3For Prestressing steel 1 213.2 5 kg 1065.76

1.07 MT6A16

Wearing coat 65mm thick in M 30 grade 1 76.3 12.0 0.065 59.4859.48 Cum

Structural cement concrete for reinforced concrete in superstructure including formwork, machinery, workmanship complete as per drawing and Technical Specification Sections 1500, 1700, 1800 and 2300.

Providing and laying in position Prestressed Cement Concrete in superstructure complete as per drawings and Technical Specification Sections 1500, 1700, 1800 .

Quantity for one Girder

Providing and fixing in position TMT/HYSD bars reinforcement complete as per drawing and Technical Specification Section 1600.

@110 Kg/M3

@110 Kg/M3

@110 Kg/M3

@110 Kg/M3

@110 Kg/M3

@175Kg/M3

Low relaxation HT strands in post tensioned box girder/T-beam girder including sheathing, anchorages, prestressing and grouting complete as per drawing and Technical Specification Section 1800.

Providing and Laying cement conrete wearing coat M30 Grade including reinforcement complete as per drawing and technical Specification




6

6A17 Drainage spouts of 100 mm diameter complete as per drawing and Technical Specification Clause 2705.




7

36 4.0 144.00 Nos6A18 Downtake pipes 36 25.0 900.00 Rmt6A19

Crash barrier 2 76.3 0.20 1.20 36.6036.60 cum

6A20

2 76.3 152.52152.52 Rmt

6A21

4 12.0 48.00

Bitumenous type 0 0.0048.00 Rmt

6A22

2 12.0 3.50 0.30 25.20 Cum6A23

Exposed surface area from 6A05 1 473.0 0.60 283.80 Cum

6A24

4 2.6 1.60 0.15 2.50 Cum

6A25

4 2.6 1.60 0.30 4.99 Cum

6A26

1 917.1 456 461.20 Cum

6A 27

Cum6A 28

Sqm6A27

1 1 each

Reinforced cement concrete M-40 crash barrier complete as per drawings and Technical Specification Section 1500, 1600, 1700 & 2700.

Providing ,fixing,erecting and painting 65 NB GI pipe on concrete crash barrier as per approved drawing and Technical Specification Section 2700.

Providing and laying expansion joints complete as per drawing & Technical Specification Section 2600.

(a) Strip seal type of expansion joint complete as per drawing and Tech. Spn. ( for T-beam )

Providing and laying in position Reinforced Cement Concrete grade M 30 in approach slab excluding cost of reinforcement but including bituminous joint filler with joint sealing compound between approach slab and dirt wall complete as per drawings

Filter media behind abutment & return wall complete as per drawing and Technical Specification Clause 2504.

Filter media underneath pitching in slopes complete as per drawing and Technical Specification Clause 2504.

Providing and laying stone pitching on embankment slopes for cone protection laying dry all complete as per Technical Specification Clause 2504.

Back filling behind abutments, wing walls and return walls with selected granular material of approved quality including all material, labour, equipment carriage etc. all complete as per drawing and Technical Specification Clause 305.

Providing and laying rubble stone flooring with cement mortar 1:3 excluding cost of cement concrete bedding as per drawings and Technical Specification Clause 2505.

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust,oil grease, efflorescence and applying paint @ 1 litre for 2 sq.m as per Technical Specification Secion 800.

Painting of structure number, span arrangement and flow direction complete as per drawings and Technical Specification Section 800 or as directed by the Engineer.

PSC GIRDER

Main Girder End Portion

No L B H Q

2 3 1.3 0.15 1.17 Top-Horizontal

2 3 0.95 0.05 0.285 Top-Horizontal2 1.5 0.6 1.6 2.88 vertical Leg2 1.5 0.6 0.25 0.45 vertical Leg for next 1.5m2 1.5 0.45 0.15 0.2025 vertical Leg for next 1.5m2 1.5 0.075 0.15 0.03375 vertical Leg for next 1.5m

5.02125

Main Girder Middle Portion1 18.64 0.6 0.25 2.7961 18.64 0.45 0.15 1.25821 18.64 0.3 1.2 6.71041 18.64 0.8 0.05 0.74561 18.64 1.3 0.15 3.6348

15.14500total 20.16625

Total for 1 PSC Slab 80.665 11.81

Slab1 12 20.81 0.24 59.9328

Cross Girder1 0.3 9.6 1.8 5.18400

145.78

T-BEAM GIRDER

Main Girder End PortionNo L B H Q

2 3 0.95 0.05 0.285 Top-Horizontal2 1.5 0.6 0.91 1.638 vertical Leg2 1.5 0.6 0.25 0.45 vertical Leg for next 1.5m2 1.5 0.45 0.15 0.2025 vertical Leg for next 1.5m2 1.5 0.075 0.15 0.03375 vertical Leg for next 1.5m

2.60925

Main Girder Middle Portion1 5.7 0.6 0.25 0.8551 5.7 0.45 0.15 0.384751 5.7 0.3 0.51 0.87211 5.7 0.8 0.05 0.228

M3

2.33985

Total for 1 T-Beam Slab 19.7964

Slab1 12 12 0.24 34.56

Cross Girder1 0.3 9.6 0.96 2.76480

57.12M3

For 30 m Span

178.3333

11.8118.64

20.81-9

18.64

214 M3

BRIDGE- COST ESTIMATE

Item No. Description Unit

Well Foundation1.01

Ordinary soil cum 293

1.02

(a) M35 grade cum 79

1.03


1.04


1.05


1.06


1.07

A) through sandy soil all depths(a) 6.5m dia. Well i) 0 to 3.0m LMii) 3.0m to 10.0m LMiii) 10.0m to 20.0m LMiv)Above 20.0m LMA) through sandy soil all depths(b) 7.0 m dia. Well i) 0 to 3.0m LM 0 ii) 3.0m to 10.0m LM 0

Estimated Quantity

Earth work in excavation of foundation of structures complete as per drawing and technical specification 304

Reinforced Cement Concrete in well cap complete as per technical specification1200, 1500, 1700.

Reinforced Cement Concrete in well steining complete as per technical specification1200, 1500, 1700.

Reinforced cement concrete in well curb complete as per technical specification1200, 1500, 1700.

Plain Cement Concrete in bottom plug, complete as per technical specification 1200, 1500, 1700.

Plain Cement Concrete in intermediate plug or top plug complete as per technical specification 1200, 1500, 1700.

Sinking of well complete as per technical specification 1200

iii) 10.0m to 20.0m LM 0 iv)Above 20.0m LM 0 A) through sandy soil all depths(c) 7.5 m dia. Well i) 0 to 3.0m LM 0 ii) 3.0m to 10.0m LM 0 iii) 10.0m to 20.0m LM 0 iv)Above 20.0m LM 0 A) throughsandy soil all depths(d) 8.0 m dia. Well i) 0 to 3.0m LM 0 ii) 3.0m to 10.0m LM 0 iii) 10.0m to 20.0m LM 0 iv)Above 20.0m LM 0 A) throughsandy soil all depths(e) 10 m dia. Well i) 0 to 3.0m LM 6 ii) 3.0m to 10.0m LM 14 iii) 10.0m to 20.0m LMiv)Above 20.0m LM

1.08cum 610

1.09

MT 203

1.10MT 83

1.11MT 2

Substructure1.11

a) M45 grade(pedestal,siesmic restrainer,abt cumPiers)b) M 35 grade cum 475

1.12

MT 53

Sand filling in wells complete as per drawing and technical specifications 1207.Providing and fixing in position thermomechanically treated (TMT) HYSD Fe 415 corrosion resistant grade reinforcement bar in foundation, well curb, well steining and in well cap as per technical specification 1600

Providing and laying cutting edge of mild steel for well foundation complete as per drawing and technical specification 1200, 1900.

Providing steel liner 10mm thick for curbs of wells including fabricating and setting out as per detailed drawing

Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications 1500, 1700 & 2200

Providing and fixing in position thermomechanically treated (TMT) HYSD Fe 415 corrosion resistant grade reinforcement bar in sub-structure complete as per drawing and Technical Specifications 1600 & 2200

1.13

cum 461

1.14

cum 284

1.15

No. 473

1.16

Cum 5

1.17

Cum 2

1.18

(a)200 t capacity No. 24 (b)600 t capacity No.( c)300 t capacity (Pin bearing) No.

1.19

a) Axial Load-300 t No.

Superstructure1.20

a) M40 Grade cum 421 b) M 35 Grade cum

1.21

a) M45 Grade cum 0

Back filling behind retaining walls and abutment walls and other structures with selected granular material of approved quality complete as per drawing and Technical Specification clause 305

Providing, laying and compacting filter material behind retaining walls and abutments complete as per drawing and Technical Specification clause 305.

Providing weep holes in plain concrete/reinforced concrete in abutment, wing wall/return wall complete as per drawing and technical specifications 2706

Providing and laying 300mm thick dry stone pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications as laid down in Clause 2504.

Providing and laying filter material underneath stone boulder pitching in slopes complete as per drawing and technical specifications as per clause 2504.

Supplying, fitting and fixing in position true to the level fixed/guided POT-PTFE bearings for moderate condition of exposure complete as per drawings and Technical specifications 2006

Supplying, fitting and fixing in position true in line and level, shock transmission unit (STU) for moderate condition of exposure (As directed by the Engineer)

Reinforced cement concrete in super structure complete as per drawing and Technical Specifications

Cement concrete for prestressed concrete in Box girder superstructure complete as per drawing and technical specifications 1700 & 2300

1.22

MT 42

1.23

MT 1

1.24

a) 50mm-100 mm movement LM 48.00 1.25

Sqm

1.26

cum 37

1.27No. 144

1.28

LM 900

1.29cum 8

1.30

cum 25

1.31m

1.32sqm

Providing and fixing in position thermomechanically treated (TMT) HYSD Fe 415 corrosion resistant grade reinforcement bar in super-structure complete as per drawing and technical specifications 1600

Supplying, Providing and stressing High tensile steel wires/strands including all accessories for stressing operations and grouting complete as per drawing and Technical Specifications 1800

Strip seal type expansion joint complete as per approved drawing and approved Manufacturer's specification by MOST including acceptance testing as specified to be installed under supervision of the approved manufacturer 2600.

Providing 65 mm thick wearing course comprising of 45 mm thick Bituminous Concrete over laid with 15mm thick mastic asphalt complete as per Technical Specification 2700

Reinforced cement concrete crash barrier in M40 Grade complete as per drawing and technical specification including shuttering, Vibration and reinforcement,1500,1600,1700, 2700

Drainage Spouts complete as per drawing and Technical specification 2700Supplying and fixing 150mm Dia longitudinal runner and drainage down take pipes with all bends, clamps complete as per drawings and technical specifications 2700

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700

Reinforced cement concrete Grade M30 approach slab including reinforcement and formwork complete as per drawing and Technical specification 1500, 1600, 1700, 2700

Providing and filling joint sealing compound in approach slab complete as per Technical Specifications and drawing.

Painting of Bridge No. and span arrangement as per Technical Specification clause 800.

1.33

m

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation having 50 mm projection beyond the kerb stone, complete as per Clause 408

BRIDGE- COST ESTIMATE

Rate (Rs.)

Well Foundation

0.00

4877.00 382844.50

5105.00 2146697.42

5961.00 296098.38

5008.00 1277735.19

4791.00 456366.90

0.000.000.000.00

6178.00 0.008626.00 0.00

Amount (Rs.)

11392.00 0.000.00

6954.00 0.009123.00 0.00

12048.50 0.000.00

7730.00 0.009620.00 0.00

12705.00 0.0023832.00 0.00

9583.00 57498.0011091.00 155274.00

0.000.00

1465.00 893907.99

42133.00 8556925.80

42526.00 3515789.13

42133.00 85408.23

SUBTOTAL 17,824,546Substructure

0.00

5465.00 2598345.18

42183.00 2235699.00

0.00

1573.00 446417.40

101.00 47773.00

1299.00 6484.61

1626.00 4058.50

35800.00 859200.000.000.00

600000.00 0.00SUBTOTAL 6,197,978

Superstructure

16731.00 7042613.295588.00 0.00

6364.00 0.00

42678.00 1796453.59

100176.00 106763.57

7742.00 371616.00

456.00 0.00

3083.00 112852.60

677.00 97488.00

150.00 135000.00

3770.00 31668.00

6867.00 173048.40

10.00 0.00

100.00 0.00

415.00 0.00

SUBTOTAL 9,867,503615.12

16041.5909964885

Documents

Well Foundation