cost comparision 12 000

Bill of Quantities

1

Project Name:

Summary of Structure BOQ Quantities

Item Description Unit Unit Rate Unit Rate Amount Amount Remarks

Design Length KMI CONTRACTOR SCOPE OF WORK

BILL No 8 BILL No 8 NEW BRIDGES

8.01 8.01

i) Ordinary Soil Cum 2,138.8 1,389.3 93 93 198,907 129,204 ii) Ordinary Rock (not required blasting) Cum - - - - - iii) Hard Rock required blasting Cum - - - - - iv) Hard Rock blasting prohibited Cum - - - - -

8.02 8.02 Cum - - - - -

8.03 8.03 Cum 44.0 77.0 4,995 4,995 219,780 384,517

8.04 8.04 Cum - 135.1 5,836 5,836 - 788,471

8.05 8.05 - - - -

i) Foundation Cum 10.7 - 7,793 7,793 83,628 - ii) Substructure Cum 13.7 - 8,243 8,243 112,581 -

8.06 8.06 - - -

i) RCC M20 Cum - - - - - - ii) RCC M25 Cum - - - - - - iii) RCC M30 Cum - 326.9 8,421 8,421 - 2,752,505 iv) RCC M35 Cum 334.0 - 8,540 8,540 2,852,360 - v) RCC M40 Cum - - - - - -

8.07 8.07 - - -

i) RCC M35 Cum - - 8,540 8,540 - - ii) RCC M40 Cum - - - - - -

8.08 8.08 - - -

i) RCC M20 Cum - - - - - - ii) RCC M25 Cum - - - - - - iii) RCC M30 Cum - 103.9 8,951 8,951 - 929,632 iv) RCC M35 Cum 287.2 - 9,398 9,398 2,699,002 - v) RCC M40 Cum - - - -

8.09 8.09 - - -

i) RCC M25 Cum - - - - - - ii) RCC M30 Cum - 133.8 8,951 8,951 - 1,197,979 iii) RCC M35 Cum - - - - - - iv) RCC M40 Cum - - - - - - v) RCC M45 Cum - - - - - -

8.09 A 8.09 A - - -

i) RCC M25 Cum - - - - - - ii) RCC M30 Cum - - - - - - iii) RCC M35 Cum - - 9,398 9,398 - - iv) RCC M40 Cum - - - - - - v) RCC M45 Cum - - - - - -

8.10 8.10 - - -

i) PSC M40 Cum - - - - - - ii) PSC M45 Cum - - - - - - iii) PSC M50 Cum - - - - - - iv) PSC M55 Cum - - - - - -

8.10 B 8.10 B - - -

i) PSC M40 Cum - - - - - - ii) PSC M45 Cum 127.0 - 10,480 10,480 1,330,960 - iii) PSC M50 Cum - - 12,576 12,576 - - iv) PSC M55 Cum - - - - - -

MoRT&H Spec Ref

Quantity -Girder bridge

Quantity-Box

Earthwork in excavation for foundation of structures by all means as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including dewatering and all lifts and leads as directed by Engineer-in-Charge

Replacement (including excavation and filling) of patches of soft/loose/SBC<10 tonne/Sqm soil in bearing area of foundation with compacted granular fill with layers not exceeding 300 mm as per design Drawing & Technical Specification clause 304 or as directed by Engineer-in-Charge. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Plain Cement Concrete Grade M 15 in levelling course, annular filling, below approach slab, pile cap etc. complete as per drawings and Technical Specifications Section 1500,1700 and 2100. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Structural Plain Cement Concrete M 15 for Curtain wall etc. including formwork, excluding reinforcement complete as per drawing, Technical Specification Sections 1500, 1700, 2100 & 2200. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Providing and laying M-20 Plain Cement Concrete excluding reinforcement but including formwork for toe wall as per drawings and Technical Specifications Clause 309 and Section 1500, 1700, 2100 and 2200. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Reinforced cement concrete in foundation for piers, abutments, wing walls, retaining walls etc. including formwork, machinery and workmanship complete as per drawing and Technical Specifications Section 1500, 1700 and 2100. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Reinforced cement concrete in foundation for pile cap including formwork, machinery and workmanship complete as per drawing and Technical Specifications Section 1500, 1700 and 1100. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Reinforced cement concrete in substructure for piers, abutments, wing walls, retaining walls Abutment cap, Dirt wall, bracket for dirt wall, Pier cap, Pedestal, Seismic arrester etc. including formwork, machinery and workmanship complete as per drawing and Technical Specifications Section 1500, 1700 and 2200. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Structural cement concrete for reinforced concrete in superstructure complete for RCC (cast in situ) deck slab, any type of girders, voided slab, etc. excluding cost of steel reinforcement including shuttering and staging complete, including transportation and launching of pre cast elements at location (if applicable) as per drawing and Technical Specification Sections 1500, 1700, 2300 and 2700 . Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Structural cement concrete for reinforced concrete in superstructure complete for RCC (precast) deck slab, any type of girders, voided slab, etc. excluding cost of steel reinforcement including shuttering and staging complete, including transportation and launching of pre cast elements at location (if applicable) as per drawing and Technical Specification Sections 1500, 1700, 2300 and 2700 . Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Structural cement concrete for reinforced concrete in superstructure complete for PSC (cast in situ) deck slab, any type of girders, voided slab, etc. excluding cost of steel reinforcement including shuttering and staging complete, including transportation and launching of pre cast elements at location (if applicable) as per drawing and Technical Specification Sections 1500, 1700, 2300 and 2700 . Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Structural cement concrete for reinforced concrete in superstructure complete for PSC (precast) deck slab, any type of girders, voided slab, etc. excluding cost of steel reinforcement including shuttering and staging complete, including transportation and launching of pre cast elements at location (if applicable) as per drawing and Technical Specification Sections 1500, 1700, 2300 and 2700 . Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Bill of Quantities

2

Item Description Unit Unit Rate Unit Rate Amount Amount Remarks MoRT&H Spec Ref


Quantity-Box

8.11 8.11 Sqm 284.0 291.4 564 564 160,176 164,335

8.12 8.12 MT 94.0 80.1 70,025 70,025 6,583,751 5,612,091

8.13 8.13 MT - - - - - -

MT - - - - - -

8.14 8.14 MT 2.3 - 125,000 125,000 290,000 -

8.15 8.15 Nos. 48.0 223.0 89 89 4,272 19,847

8.16 8.16 - - - -

i) With selected granular materials Cum 58.2 510.3 1,778 1,778 103,564 907,356 ii) Selected material Cum - - - - - -

8.17 8.17 - - - -

i) With Crushed Material Cum 227.0 155.7 1,523 1,523 345,721 237,076 ii) With Natural Material Cum - - - - -

8.18 8.18 Nos. 8.0 8.0 761 761 6,088 6,088

8.19 8.19 Cum - 230.7 1,973 1,973 - 455,105

Providing and laying Bituminous wearing course of 65 mm (40mm thick BC and 25 mm thick mastic asphalt) as per technical specification and as directed by the Engineer. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.Providing, Supplying and Fixing in position HYSD/TMT - Fe 500 reinforcement including cutting , bending, binding etc complete as per drawing and Specifications. Laps, chairs and wastage shall be included in the rate and shall not be considered in the measurement. A. Structural Steel/Composite SuperstructureSupply and fabrication of Mild Steel as per IS 2062 including drilling, welding, riveting, grinding supply of bolts, nuts, washers, fixtures etc. at site.

Assembling, erection of fabricated steel structure to proper line, level and camber as per approved drawings and technical specifications section 1900 complete including transportation and handling, painting all exposed surfaces of steel work after erection with one coat of red lead primer paint to IS 102 and two coats of paint including all labour consumable other material machinery tools and tackles complete as per specification and directed by engineers including furnishing of detailed erection scheme and getting the same approved from competent authorityB. Structural Steel/Composite SuperstructureSupply and fabrication of High Grade Steel - E 410 as per IS 2062 including drilling, welding, riveting, grinding supply of bolts, nuts, washers, fixtures etc. at site.

Assembling, erection of fabricated steel structure to proper line, level and camber as per approved drawings and technical specifications section 1900 complete including transportation and handling, painting all exposed surfaces of steel work after erection with one coat of red lead primer paint to IS 102 and two coats of paint including all labour consumable other material machinery tools and tackles complete as per specification and directed by engineers including furnishing of detailed erection scheme and getting the same approved from competent authorityProviding and Fixing High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical specifications

Providing weep holes in Plain/Reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical specifications Section 2700

Back filling behind abutment, wing wall/retaining wall and return walls or other area as per Technical Specification Clauses Clause 305 and Section of IRC 78. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Providing and laying of Filter media behind walls of Abutment, retaining wall etc. with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification 2504. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Providing and fixing of drainage spouts along with drain pipes complete as per drawing and Technical Specifications Section 2705 and as directed by the Engineer.

Providing and laying of boulder apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each as per Technical Specification clause 2503 and as directed by the Engineer. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Bill of Quantities

3



Quantity-Box

8.20 8.20 Cum - 388.9 5,953 5,953 - 2,314,877

8.21 8.21 Sqm - 5.2 2,440 2,440 - 12,590

8.22 8.22 Cu cm 172,400.0 - 1 1 206,880 -

8.23 8.23 - - - -

i) Free Type MT - - - - - - ii) Fixed Type MT - - - - - -

8.24 8.24 Cum 28.0 27.1 8,412 8,412 235,536 227,881

8.25 8.25 Rmt - - - - - -

8.26 8.26 Rmt 54.0 55.5 1,966 1,966 106,164 109,113

8.27 8.27 - - - -

i) With Crushed Material Cum 10.9 66.3 1,916 1,916 20,875 127,011 ii) With Natural Material Cum - - - - - -

8.28 8.28 Cum 5.4 33.1 1,916 1,916 10,437 63,505

8.29 8.29 Providing and laying pipes for Bridges - - - - i) Down take GI Pipe (150 dia) Rmt - - - - - - ii) Down take PVC Pipe (150 dia) Rmt - - - - - - iii) Service PVC Pipe (150 dia) Rmt 162.0 162.0 150 150 24,300 24,300

8.30 8.30 Strip Seal Joint - - -

Rmt 25.8 - 6,411 6,411 165,404 -

Rmt - - - - - -

Rmt - - - - - -

Rmt - 51.6 205 205 - 10,578

8.31 8.31 Cum - - - - - -

8.32 8.32 - - - -

i) Pile Diameter - 1000mm Rmt - - - - - - ii) Pile Diameter - 1200mm Rmt - - 12,340 12,340 - - iii) Pile Diameter - 1500mm Rmt - - - - - -

8.33 8.33 - - - -

i) Pile Diameter - 1000mm Rmt - - - - - - ii) Pile Diameter - 1200mm Rmt - - - - - - iii) Pile Diameter - 1500mm Rmt - - - - - -

Providing 150mm thick Flat Stone Apron embedded in 300mm thick concrete (M15) complete as per technical specifications. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.Providing and fixing in position Tar Paper Bearing complete as per Specification and as directed by the EngineerProviding fitting and fixing in position Elastomeric bearing complete as per Specification and as directed by the Engineer

Providing, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRT&H Specifications complete as per drawing and approved technical specifications. with anti corrosive coating

Reinforced cement concrete M-30 in approach slab including shuttering and reinforcement (80 Kg/cum)complete as per drawing and Technical Specification Sections 1500, 1700, 2300 and 2700. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Construction of precast RCC railing of M30 Grade (Concrete 0.085 Cum/Rmt and steel 18 Kg/Rmt), aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, including three coats of snowcem paint on exposed surfaces complete as per approved drawings and technical specifications. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Providing and constructing RCC crash barrier M-40 grade including centering, shuttering, including three coats of snowcem paint on exposed surfaces and reinforcement (Concrete 0.3 Cum/Rmt and steel 28 Kg/Rmt), including Heavy Class Pipe on top of Crash Barrier fixed with Mild Steel Plate @ 1000 mm c/c including Base Plate fixed with U Bolts, Nuts and Washers, including red oxide and two coat of suitable paint etc. all complete as per approved Drawings and Technical Specifications 1500, 1600, 1700 and as per IRC-6. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification clause 2504. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Providing and laying pitching on slopes laid over prepared filter material including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specification clause 2504. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

i) Providing and laying of strip seal expansion joint catering to maximum horizontal movement up to 70 mm,complete as per approved drawing and standard specifications to be instlled by manufacturer/supplier or their autherized representative ensuring compliances to the manufacturer's instructions for installations.

ii) Providing and laying of a modular strip Box steel expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)iii) Providing and laying of a modular strip box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)iv) Filler Joint : Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

Providing and construction of Coursed Rubble Stone masonry work in cement mortar 1:3 for foundation/substructure including staging and treatment of joints complete as per drawing etc. complete as per technical specifications and as directed by the Engineer. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Providing Bored cast-in-situ M35 grade R.C.C. Pile including boring, excluding reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Providing Bored cast-in-situ M40 grade R.C.C. Pile including boring, excluding reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Bill of Quantities

4



Quantity-Box

8.34 8.34 MT - - 69,924 69,924 - -

8.35 8.35 - - - -

Nos. - - 225,000 225,000 - -

Nos. - - 135,000 135,000 - -

Nos. - - 675,000 675,000 - -

iv) Routine Static Pile Load Test Nos. - - 225,000 225,000 - - v) Routine Dynamic Pile Load Test Nos. - - 675,000 675,000 - -

8.36 8.36 MT - - - - - -

8.37 8.37 Sqm 40.5 40.5 1,690 1,690 68,445 68,445

8.38 8.38 Nos. 1.0 1.0 250 250 250 250

Total Carried to Summary 15,829,080 16,542,757

Providing Steel Liner for Piles including Fabricating and Setting out as per Detailed approved Drawing.Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load settlement as directed by Engineer and as per specification Section 1100 and submission of records.i) Initial Load Test on test pile for 2.5 times the design load specified in Drawingsii) Routine pile load test on working pile for a test load of 1.5 times the design load specified in Drawings.iii) Initial Horizontal pile load test on test pile for a test load of 2.0 times the design load specified in Drawings

Carrying out load test of super structure as directed including all necessary materials, plant equipments, instruments, labour & arrangements for test as required.

Providing and Constructing footpath including cost of providing and laying precast tiles of 25mm thick, preparation of base, drain pipes all complete as per drawing and Technical Specifications Clause 409. Item rate shall be inclusive of all material, taxes, duties, manpower, equipment cost, royalties, transportation, etc.

Providing and painting with Synthetic enamel paints of approved quality on bridges with Bridge No. and Span arrangements as per IRC-7 and as directed by Engineer

Input Data Bridge at Ch:12+000

Superstructure :

Mid Section Support section

1.000 1.0000.15 0.15

0.1

0.042

0.780 1.38 1.19

0.3 1.3800 0.7

0.2 0

0.15 0

0.2 0

0.7

0.7

Area Area

Top Flange 0.15 Top Flange 0.15

Top Haunces 0.035 Top Haunces 0.0063

Web 0.309 Web 0.861

Bottom Hauches 0.03 Bottom Hauches 0

Bottom Flange 0.14 Bottom Flange 0

Total Area 0.664 Total Area 1.017

Length of the girder 19.7

Length of the solid portion 1.35

Length of the varying portion 1.2

Length of the Running portion 14.6

Quantity of Superstructure girder 58 Cum

Quantity of deck slab 57 Cum

Quantity of Diaphragm 11 Cum

Substructure

Type of bridge NEW

Total width of structure 12.9

skew angle 0

Total width 12.90

No. of Abutments 2

FRL 177.533

E35

SGVR: NEW if total new bridge WIDENING if one side widening is proposed

BL (A1) 174.609

BL (A2) 174.609

FL (A1) 166.363

FL (A2) 166.363

BL -Pier 174.609

FL -Pier 166.363

Abutment cap top level 175.533

Borelog Data

Ordinary soil Depth 0.00

Ordinary Rock Depth 0.00

Hard Rock Depth 0.00

Diameter of Pile 0 m

Thickness of liner for Pile 0 m

Abutment details: A1 A2

Base of abutment (B2) 12.90 12.90

Rectangular ht of footing 0.90 0.90

Tapered ht of footing 0.90 0.90

Width of abutment foundation 9.25 9.25

Heel 4.50 4.50

Toe 3.75 3.75

Stem at bottom (B1) 1.00 1.00

Stem at top 1.00 1.00

Stem at GL 1.00 1.00

Width of Abutment 12.90 12.9

Length of abutment cap 12.9 12.9

Rectangular depth of abutment cap 0.4 0.4

Tapered depth of abutment cap 0.4 0.4

Width of abutment cap 1.625 1.625

Nos of longitudinal girder 4

Nos of cross girder 2

Nos of cross pedastal per span 8

Length of pedastal 0.8

Breadth of pedastal 0.8

Height of pedastal 0.3

Height of bearing 0.1

No. of span 1

Span between c/c of expan. 20

Depth of deck slab 0.22

Depth of the Superstructure 1.6000

Square Carriageway Wearing course 10.5

Wearing coat 0.065

Approach slab 3.5

Depth of approach slab 0.3

Width of dirt wall 0.3

Depth of dirt wall 2

Length of Retaining wall 0

Length of flared part 0

Height of flared part 0.000

Filter Media 0.6

Footpath 0.75

Return Wall

Thickness of Return Wall 0.5

Width of return wall 4.50

Retaining wall/Median

Height of wall 11.170

W 8.75

h1 0

h2 0

h3 8.246

b1 4.50

b2 at bottom 0.50 0.5 at top

b3 3.75

Hmax 11.17

Particulars no. L B H Qty Unit

Foundations

6.01

(i) Abutment A1 1 13.20 9.55 8.25 1039.49

A2 1 13.20 9.55 8.25 1039.49

(ii) Median wall 0 3.50 9.05 8.25 0.00

(iii) Retaining wall 4 0.00 9.05 8.25 0.00(iv) Toe wall 4 6.89 1.40 1.55 59.80(v) Pier 0 5.40 5.40 8.25 0.00

2138.78Ordinary Soil 2138.78 Cum0-3m Cum 1,069.503-6m Cum 1,069.50Ordinary Rock Cum 0.00Hard Rock Cum 0.00

6.02

5m dia Total sinking

i) other than Pneumatic sinking a) upto 3m

A1 & A2 - - - Piers - - -

- Rmt b) 3m to 10m

A1 & A2 - - - Piers - - -

- - Rmt c) 10m to 20m

A1 & A2 - - - Piers - - -

- Rmt d) 20m to 30m

A1 & A2 - - - Piers - - -

- Rmt e) 30m to 40m

A1 & A2 - - - Piers - - -

- Rmt - ii) Pneumatic sinking a) 40m to 50m - - - Rmt b) 50m to 60m - - - Rmt

6.03

a) In well curb (RCC M-25 grade) i) Circular portion - - - - 2)Circular Portion - - - - ii) Haunch - - - - ii) Haunch - - - - Deduction - - -

- - - -

Say - Cum

b) Well steining (PCC M20) Abutment - - - - Pier - - - -

- -

Say - Cum

c) Bottom Plug (PCC M25) i) Straight portion - - - -

- - - - ii) Haunch - - -

- - - -

Say - Cum

e) Top/Int. Plug (PCC M25) - - - - - - - -

- Say - Cum

f) Well cap (M35) Abutments - - - - -

- - - - - Piers - - - - -

- Say - Cum

Item No.

Estimated Quantity

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Ref. to MORT&H specification 304.

Sinking of well through all types of soil complete as per Drawings and Technical Specifications Section 1200

Providing and laying Cement Concrete in well foundations complete as per Drawings and Technical Specifications Sections 1200, 1500 and 1700.

6.04

1 0.000 40.000 Kg/m 0.0000 0.000 40.000 Kg/m 0.000

5% wastage 0.05 0.000 0.0000.000

Say 0.000MT 6.05

- - - -

- - - - -

Say - Cum

6.06 0 13.20 9.55 0.10 0.00 Cum

6.07

In all type of strata

(a) 0-20m depth 0 18.00 0.00 Rmt

(b) 20-25m depth 0 5.00 0.00 Rmt(b) 25-30m depth 0 5.00 0.00 Rmt(b) 30-35m depth 0 5.00 0.00 Rmt

6.08 0 18.00 0.000 0.00 0.00 MT

6.09

1.2 m Dia Pile (2% of piles in total). 0.00 No

1.2 m Dia Pile (2% of piles in total). 0.00 No

1.2 m Dia Pile (2% of piles in total) . 0.00 No

6.10

PCC Grade M15Abutment-A1 1 13.20 9.55 0.10 12.61 cum 13.00Abutment-A2 1 13.20 9.55 0.10 12.61 cum 13.00Median wall 0 3.50 9.05 0.10 - cum 0.00Retaining wall 4 0.00 9.05 0.10 - cum 0.00Pier 0 5.40 5.40 0.10 - cum 0.00Toe wall 4 6.89 1.40 0.10 3.86 cum 4.00

Total 29.07 cum 30.00

6.10(i)4 6.89 0.89

Cum24.39

6.11

RCC Grade M35Abutment-A1Abutment Foundation 1 12.90 9.25 0.90 107.39Heel and Toe Tapered 1 66.11 0.90 59.50

Abutment-A2Abutment Foundation 1 12.90 9.25 0.90 107.39Heel and Toe Tapered 1 66.11 0.90 59.50

Median wallBase 0 3.50 8.75 0.00 0.00Heel and Toe Tapered 0 10.16 0.00 0.00

Retaining wall 4 0.00 8.75 0.00 0.00Heel and Toe Tapered 4 10.16 0.00 0.00

PierPier rectangular 0 5.10 5.10 1.80 0.00Tapaered 0 42.31 0.00 0.00

Total 333.79 Cum 334.00

6.12

Open foundation/ Pile caps 125 Kg/cum 41.72Retaining wall 125 Kg/cum 0.00Pile 100 Kg/cum 0.00 0.00

Total 41.72 MT 42.00

Sub - Structure

6.13

RCC Grade M35

(i) Abutment (Stem)-A1 1 1.00 12.90 7.47 96.36

(ii) Abutment (Stem)-A2 1 1.00 12.90 7.47 96.36

(iii) Retaining wall 4 0.00 0.50 11.17 0.00

(iv) Median Wall 0 3.50 0.50 11.17 0.00

(v) Return wall 4 4.50 0.50 3.42 30.82(vi) Dirt wall 2 0.30 12.90 2 23.48(vii) flared return wall 4 0.00 0.00 0.5 0.00(viii) Corbel/Brakcet 2 12.90 0.30 0.45 3.67(ix) Pier 0 1.20 3.00 5.87 0.00

Total 250.69

RCC Grade M35

(i) Abutment Cap

Rectangular Portion 2 12.90 1.63 0.40 16.77

Tapering Portion 2 12.90 1.31 0.40 13.55

(iii) Pier cap

Rectangular Portion 0 10.50 2.00 0.75 0.00

Tapered Portion 0 3.75 2.00 0.75 0.00

Total 30.32 Cum 31.00

(ii) Pedastal 8 0.80 0.80 0.30 1.54 CumRestrainer-Transvers 4 0.45 0.80 1.00 1.44Restrainer-Longitudinal 6 0.75 0.45 1.00 2.03

Total 5.00 Cum 5.50

Providing and laying cutting edge of mild steel for well foundations complete as per drawings and Technical Specifications Sections 1200 and 1900

Sand filling in wells complete as per Drawings and Technical Specifications Section 1200

Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below pile caps complete as per drawings and Technical Specification section 1500,1700

Providing and installing bored cast-in-situ piles of 1200 mm diameter with Reinforced Cement Concrete M-35 grade excluding the cost of providing and fabricating the HYSD reinforcement complete as per drawings and Technical Specification section 1100.

Providing and lowering in position permanent steel liners for bored cast-in-situ piles as per drawings and Technical Specification Sections 1100 and 1900

Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load settlement as directed by Engineer and as per specification, and submission of records.

a) Initial Load Test on test pile for 2.0 times the design load specified in Drawings

b) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings

c) vertical pile load test on pile for 1.5 times the design load specified in Drawings

Plain/Reinforced Cement Concrete in Pile caps and open foundation complete as per Drawing and Technical Specifications.Ref. to MORT&H specification 1500,1700 & 2100 .

Providing and laying in position Plain Cement Concrete of Grade M 20 in Toe wallsProviding & Laying Plain / Reinforced cement concrete in Pile caps including formwork shuttering etc. complete as per drawing & Technical specifications & as per relevant clauses of sections 1500,1700 & 2100. with

Supplying, fitting & placing un-coated HYSD bar reinforcement in foundation/pilecaps complete as per drawing & Technical specifications & as per relevant clauses of sections 1600.

Providing & Laying Plain / Reinforced cement concrete in sub-structure or complete RCC box section as per drawing & Technical specifications & as per relevant clauses of sections 1500,1700 & 2200 in (Height above average groundup level)

6.14

Retaining wall 125 Kg/cum 0.00Stem 125 Kg/cum 35.75 MT 36.00

6.15

Abutment (Stem) 2 0.60 11.80 9.07 128.43 Cum 129.00Median wall 0 0.60 9.05 9.37 0.00 0.00Retaining wall 4 0.60 0.00 9.37 0.00 0.00Straight Return wall / wing wall 4 0.60 4.50 9.07 97.96 98.00

6.16

2 2.47 11.80 58.25 Cum 58.25

Super - Structure

6.17

M50 Superstructure 1 0.00a M45 Superstructure 0 57.83b M50 Deck slab and Diaphragm 1 0.00

M45 Deck slab and Diaphragm 0 68.21

Total 126.04 Cum 127.00

6.18

Girder 100 Kg/cum 5.78Slab 150 Kg/cum 10.23

Total 16.01 MT 16.02

6.19

40 Kg/cum 2.31 MT 2.32

6.2

2 3.5 12.90 0.3 27.09

Total 27.09 Cum 28.00

6.21

2 3.5 12.90 0.15 13.55

Total 13.55 Cum 14.00

6.22

2 4.00 8 Nos. 8

6.23

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications . Ref. to MORT&H specification 1600 & 2200 .

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.Ref. to 710.1.4 of IRC :78 MORT&H specification 2200 .

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Ref. to 710.1.4 of IRC :78 MORT&H specification 2200 .

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification, Ref to 1500 & 1600 1700

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications . Ref. to MORT&H specification 1600 .

High tensile steel / wire strands including all accessories for stressing, stressing operations & grouting complete as per drawing & technical specifications section 1800

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Ref. to MORT&H specification 1500,1600,1700 & 2704 .

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Ref. to MORT&H specification 2700.

Providing Drainage spouts complete as per drawing & Technical Specifications & as per clause 2705 of specifications.

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified.Ref. to MORT&H specification 809 .

2 27.0 54.00 RMTotal 54.00 54

6.24

RM 0.00

6.25

0 27.0 0.00 RMTotal 0.00 0

Miscellaneous Items

6.26

2 24 48 Nos, 48

6.26

Pot PTFE bearing 150 T 0 0.00 Nos 0.006.27 Elastomeric bearing 8 40.00 40.00 8.00 102400.00 102400.00

Seismic arrestor pad 10 70.00 40.00 2.50 70000.00 70000.006.28 Tar Paper Bearing 0 12.90 0.48 0.00 Sqm 0.006.29 Filler joint

6.30 0 13 0 RMT 0

6.31 Strip Seal Expansion Joint 2 12.9 26 RMT 26

6.32

0 175 0 RMT 0

6.33

2 0.30 18.16 11 Cum 11

6.34

2 0.15 18.16 5 Cum 5

6.35

1 27.0 10.50 283.50 Sqm 284.00

6.36

1 1 Nos. 1

Providing and fixing 80mm NB MS pipe rail on crash barrier complete including providing three or more coats of epoxy paint of approved colour, make and quality over a coat of epoxy primer complete as per drawings and Technical Specifications Sections 1900

Provision of an Reinforced cement concrete railing at the edge of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified.Ref. to MORT&H specification 809 .

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.Ref. to MORT&H specification2706 & 2200 .

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.Ref. to MORT&H specification 2000 & 2200 .

cm3

cm3

Providing & fixing filler type expansion joint with movement up to 20 mm as per IRC SP:67 .

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.Ref. to MORT&H specification 2607.

Providing and laying 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 .Ref. to MORT&H specification 2504 .

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Providing and laying 25 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515 & 2702.

Painting of Structure No., span arrangement, flow directions etc. as per Technical Specifications Section 800 or as directed by Engineer.

Retaining wall details

Hmax W h1 h2 h3 b1 b2 b31 2.40 1.900 0.3 0.000 2.1 1.100 0.300 0.5002 2.80 2.150 0.3 0.000 2.5 1.300 0.300 0.5503 3.20 2.500 0.3 0.000 2.9 1.570 0.300 0.6254 3.60 2.800 0.3 0.100 3.2 1.800 0.300 0.7005 4.00 3.150 0.3 0.125 2.4 1.965 0.410 0.7756 4.40 3.550 0.3 0.150 2.4 2.250 0.450 0.8507 4.80 3.100 0.3 0.175 3 1.550 0.490 1.060 3.12

8 5.20 3.400 0.3 0.200 3 1.700 0.530 1.1709 5.60 3.600 0.3 0.225 3 1.800 0.570 1.230

10 6.00 3.900 0.3 0.250 3 1.950 0.610 1.34011 6.40 4.200 0.3 0.275 3 2.100 0.650 1.45012 6.80 4.400 0.3 0.300 3 2.200 0.690 1.51013 7.20 4.700 0.3 0.325 3 2.350 0.730 1.62014 7.60 4.900 0.3 0.350 3 2.450 0.775 1.67515 8.00 5.200 0.3 0.375 3 2.600 0.850 1.75016 8.40 5.500 0.3 0.400 3 2.750 0.930 1.82017 8.80 5.700 0.3 0.425 3 2.850 0.950 1.90018 9.20 6.000 0.3 0.450 3 3.000 1.100 1.90019 9.60 6.200 0.3 0.475 3 3.100 1.000 2.10020 10.00 6.500 0.3 0.500 3 3.250 1.200 2.050

10.4010.8011.2011.6012.0012.40

BILL NO. 8 – Box Minor Bridges

Item Description Unit Box MNB

6.01 Cum

1389.29 6.02 Cum

510.32 6.03 Cum

156 6.04 Cum

76.98 6.05

a) M15 grade Cum 135.10b) M 20 grade Cum c) M30 grade 431d) CRM

6.06 Cum

a) M 30 grade Cum 134 6.07 Cum

6.08 MT

80.14 6.09 Cum

66.29 6.10 Cum

33.14 6.11 No.

223 6.12 Lm

52 6.13 Nr.

1 6.14 Cum

Item No.

Earthwork in excavation for foundation in structure including all leads and lifts as per drawing and Technical specifications clause no 304

Providing Back filling behind abutments, wing walls and return walls, with selected imported granular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305.

Filter media behind abutments,wing walls and return walls complete with all leads and lifts as per drawing and Technical Specification Clause 2200

Providing and laying in position Plain Cement Concrete of Grade M -15 in levelling course below open foundations, abutment, pile caps, approach slabs, retaning wall , wing wall,box structure ,curtain wall, floor apron as per drawings and Technical Specifications Sections 1700 and 2700

Providing and laying in position Plain/ Reinforced cement concrete for foundations and substructure excluding cost of steel complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200

Providing and laying Reinforced cement concrete for box / slab culverts in superstructure excluding cost of steel complete as per drawing and Technical Specifications Sections 1500, 1700 and 2300

Providing and laying Head Wall of Pipe culvert/ Abutment/Pier/ Wing walls of culverts of Brick Masonary/ Stone masonary parapet etc.as per drawing and Technical Specifications and as per direction of the EngineerHYSD bar reinforcement complete for foundation, substructure and superstructure as per drawing and Technical Specification clause no 1600.

Providing and laying Stone pitching/Apron complete as per drawings and Technical Specification 2504Providing and laying filter media below stone pitching/ apron complete as per, Technical Specification Clause 2504

Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification 2706.

Providing and fixing Asphaltic plug type expansion joints complete as per drawing and Technical Specifications Section 2600.

Painting culvert No. complete as per Technical specification section 800Providing and laying selected granular material for pipe bedding as per drawing and technical specification clause 2904

6.15 Lm

d) 900 dia Lm e) 1000 dia Lm f) 1200 dia Lm

6.16 Nr.

8 6.17 Sqm

5 6.18 Nr.

6.19 Sqm

6.20

a) Brick/ Stone masonary Cum 0.00b) PCC Cum 0.00c) RCC Cum 0.00d) RCC Pipe Lm

6.21 Cum 231

6.22 Sqm 389

6.23 Cum 27

6.24 Sqm 291

6.25 Lm 55

6.26 RCC Railing Lm 0 6.27 300 mm thick Dry stone / Brick pitching for apron Sqm

Providing, laying and jointing NP-4 (as per IS: 458-1988) Hume pipes for culverts complete as per drawing and technical specification section 2900 and IRC : SP : 13-1973.

Providing and fixing in position drainage spouts complete as per drawings and Technical Specifications Clause 2705 .

Providing and laying tar paper bearing complete as per IS-1398 & Technical Specification section 2000 . M20 RCC Precast Guard Stone in M15 Foundation Block as per drawing and technical specification section 1700Cement plaster 12mm thick in cement mortar 1:3 complete as per drawing and Technical Specifications Section 1000 and 1300 and as directed by the EngineerDismantling structures (superstructure, substructure, foundation and other miscellaneous structures), dismantling of pavements as per Technical Specification Clause 202, section 2800

1000 thick flexible stone apron as per Clause No. 2503.1 of MOST specification and as per direction of the Engineer150 mm thick Flat stone apron embedded in 300 thick M15 concrete as per Clause No. 2505.2 of MOST specification and as per direction of the Engineer

Providing Reinforced Cement Concrete M 30 grade in approach slabs including reinforcement complete as per drawings and Technical Specifications 1500,1600 and 1700 & 2704

Providing and laying in position 65 mm thick wearing coat consisting of 40 mm thick bituminous concrete over a 25 mm thick layer of mastic asphalt over deck slab after applying prime coat complete as per drawings and Technical Specifications Sections 500 Providing and laying in position Reinforced Cement Concrete of Grade M 40 crash barrier including cost of reinforcement complete as per drawings and Technical Specifications Sections 800,1500, 1600, 1700 and 2700 .

Total Qty

1389.29 -

510.32 -

155.66 -

76.98 -

135.10 - 0.00 -

430.72

0.00133.84 -

0.00 -

80.14 -

66.29 -

33.14 -

223.00 -

51.60 -

1.00 -

-

Unit Rate (Rs. )

Amount (Rs.)

- - -

8.00 -

5.16 -

-

-

0.00 - 0.00 - 0.00 -

-

230.67 -

388.86 -

27.09 -

291.37 -

55.50

-

0.00

QUANTITY ESTIMATION FOR BOX Minor Bridges

ID

Box Dimensions

H (Ht)

12+000 Box 1 New 3 12.90 6.35 4.60 0.001

Type of culvert

No. of structures

Widening/ Reconstruction

No. of cells

Required length

(m)L

(Width)

a (Offset

)

QUANTITY ESTIMATION FOR BOX Minor Bridges

Box Dimensions

0.5 0.6 0.5 0.35 1036 47 176 104 134

1036 47 176 104 134

Earth work exc.(m3)

PCC M15 (levelling course)

(m3)

RCC M30(for raft)

(m3)

RCC M30(side walls)(m3)

RCC M30(for top

slab)(m3)

t2 (Top slab

thick)

t3 (Base slab

thick)

t1 (Wall thick)

Intermediate wall

thickness

80 135 231 389 156 510 223 1

80 135 231 389 156 510 223 1

Reinforcing steel(tonns)

PCC M20 Curtain

wall(m3)

Filter media behind

abutment (m3)

Back fill behind

abutment (m3)

Weep holes (Nos)

Guard Stone (Nr.)

Stone apron 750 mm thick

(m3)

Floor apron 450

thick (m2)

14 27 291 52 1 16.83 353 151 8

14 27 291 52 1 17 353 151 8

PCC M15 for

approach slab (cum)

RCC M30 approach slab (cum)

Wearing course (sqm)

Exp. Joint (m)

Painting culvert

no. (Nr.)

PCC M15 for

return wall

(cum)

E/W exc. for

return wall

(cum)

RCC M30 for

return wall

(cum)

Drainage Spout (Nr.)

Railing (Rm)

5 55 0.00 66.29 33.14

5 55 0 66 33

Tar Paper Bearing (sqm)

Crash barrier(R

m) Stone Pitching

Filter media below stone

Pitching

Type W h1 h2 h3 b1 b2 b3

1 1.00 2.50 0.30 0.20 0.40 1.50 0.30 0.702 1.50 2.50 0.30 0.20 0.40 1.50 0.30 0.703 2.00 2.50 0.30 0.20 0.40 1.50 0.30 0.70

4 2.50 3.70 0.30 0.20 0.40 2.20 0.40 1.10

5 3.00 4.10 0.30 0.20 0.40 2.50 0.40 1.206 3.50 4.50 0.30 0.20 0.40 2.70 0.50 1.307 4.00 4.90 0.30 0.25 0.40 3.00 0.50 1.408 4.50 5.30 0.30 0.25 0.40 3.20 0.60 1.50

9 5.00 5.70 0.30 0.30 0.40 3.50 0.60 1.60

10 5.50 6.10 0.30 0.30 0.40 3.70 0.70 1.7011 6.00 6.50 0.30 0.35 0.40 4.00 0.70 1.8012 7.00 7.30 0.50 0.50 0.40 4.50 0.80 2.0013 7.50 7.70 0.50 0.50 0.40 4.70 0.90 2.1014 8.00 8.10 0.50 0.50 0.40 5.00 0.90 2.2015 8.50 8.50 0.50 0.50 0.40 5.20 1.00 2.3016 9.00 8.90 0.50 0.50 0.40 5.50 1.00 2.40

Height above bed level (H1)

3005.67 0.27 1.78 h35.67 0.27 1.935.67 0.27 2.08

8.19 0.39 2.90 600 thick filter media (H1

)

9.03 0.43 3.239.87 0.47 3.81

10.71 0.51 4.29 Bed Level11.55 0.55 4.95 500

12.39 0.59 5.48 h2

20

00

13.23 0.63 6.22 h1

14.07 0.67 6.81 100 thick PCC M1515.75 0.75 9.98 b1 b2 b316.59 0.79 10.9817.43 0.83 11.58 W18.27 0.87 12.6619.11 0.91 13.29

Earh work excavatio

n

PCC Area

Total Area of

wing wall

MNB - 89+470,101+250,139+650S.Nos. Description Unit Qty

6.01

i Ordinary soil

0-3 m Cum 6,416.35

3-6 m Cum

ii Ordinary Rock Cum 0.00

iii Hard Rock Cum 0.00

6.02 Cum 0.00

6.03

In all type of strata

(a) 0-10m depth Rmt 0.00

(b) 10-20m depth Rmt 0.00



6.04 MT 0.00

6.05

a) Initial Load Test on test pile for 2.0 times the design load specified in Drawings

1.2 m Dia Pile (2% of piles in total). MT 0.00

b) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings

1.2 m Dia Pile (2% of piles in total). MT 0.00

c) vertical pile load test on pile for 1.5 times the design load specified in Drawings

1.2 m Dia Pile (2% of piles in total) . MT 0.00

6.06 Cum 0.00

6.07

a) PCC M 15 Cum 90.00

b)RCC M30

Cum 0.00

c)RCC M35

Cum 1002

6.08 MT 126.00

Cum

6.09

a)RCC Grade M30

i Height upto 5m Cum

ii Height 5m to 10m Cum

b) RCC Grade M35

Height upto 5m Cum 0.00

Height 5m to 10mCum 109.50

6.10 MT 108.00

6.11 Cum 681.00

6.12 Cum 174.74

6.13

a RCC Grade M 35,For For solid slab Cum 0.00

b RCC Grade M 30For For voided slab Cum 0

PSC Grade M 45 For For PSC girder Cum 173.50

RCC Grade M 30 For For RCC girder Cum 0.00




Providing and lowering in position permanent steel liners for bored cast-in-situ piles as per drawings and Technical Specification Sections 1100 and 1900

Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load settlement as directed by Engineer and as per specification, and submission of records.

Providing and laying in position Reinforced Cement Concrete grade M 35 in pile cap complete as per drawings and Technical Specifications Clause Nos. 1500 & 1700

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Ref. to MORT&H specification 1500,1700 & 2100 .

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Ref. to MORT&H specification 1600 .

Filling Annular Space Around Footing in Rock.Lean cement concrete 1:3:6 nominal mix

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.Ref. to MORT&H specification 1500,1700 & 2200 .




Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification ,Ref. to 1500 &1600 1700 .

6.14 MT 48.06

6.15 MT 6.96

6.16 Cum 84.00

6.17 Cum 42.00

6.18 Nos. 24

6.19 Rmt 162

6.20 Rmt 0

6.21 0

6.22 Nos.. 144

6.23 MT 0.00

Elastomeric Bearing 307,200.00

Tar Paper Bearingsqm 0.00

6.24 Filler joint

6.25 Rmt 0.00

6.26 Strip Seal Expansion Joint Rmt 77.40

6.27 Rmt 0

6.28 Cum 33

6.29 Cum 16

6.30 Cum Err:509

6.31 sqm 852.00

6.32 Nos 3

6.33 Sqm 195.00


High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications.Ref. to MORT&H specification 1800 .



Drainage Spouts complete as per drawing and Technical specification.Ref. to MORT&H specification 2705 .






cm3





Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with PMB-40 @ 5.5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects



Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesRef. to MORT&H specification 803 .

6.BOQ

Description Unit Total Quantity

6.01

RMT 4104

6.02Total Reinforcement in the piles MT 371.32117200966.03Earth work excavation for Pile cap cum 5171.046.04

cum 277.02

6.05

Cum 3034.908

6.07

MT 424.88712

6.08

0

0-5 m Cum 1467.875-10 m Cum 881.9892386849

6.09

MT 234.9859238685

6.11Cum 0

PSC T Girder (M 45) Cum 2379.735

RCC Solid Deck Slab (M35) Cum 2146.7636

462.768

6.12

MT 633.86606

6.13

MT 110

6.14Cum 320.04

6.15Cum 160.02

6.16Nos.. 160

6.17Rmt 1732

6.18Rmt 1648

6.19Length of pedestrain railingRmt 0

6.20

Nos.. 0

6.21

Nos.. 0

6.22Elastomeric Bearings cm^3 25152006.23

Rmt 484

6.24cum 0

6.25cum 0

6.26

sqm 9466

6.27Nos.. 24

6.28

sqm 2966.4

S.Nos.


Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below pile caps /Foundation complete as per drawings and Technical Specification section 1500,1700

Providing and laying in position Reinforced Cement Concrete grade M 35 in pile cap complete as per drawings and Technical Specifications Clause Nos. 1500 & 1700 (M35)

Supplying, fitting & placing un-coated HYSD bar reinforcement in Pile cap(& Open foundation) complete as per drawing & Technical specifications & as per relevant clauses of sections 1600.

Providing & Laying Plain / Reinforced cement concrete in sub-structure or complete RCC box section as per drawing & Technical specifications & as per relevant clauses of sections 1500,1700 & 2200 in (Height above average groundup level) (M35)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications . Ref. to MORT&H specification 1600 & 2200 . Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification, Ref to 1500 & 1600 1700


High tensile steel / wire strands including all accessories for stressing, stressing operations & grouting complete as per drawing & technical specifications section 1800

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Ref. to MORT&H specification 1500,1600,1700 & 2704 . PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Ref. to MORT&H specification 2700.Providing Drainage spouts complete as per drawing & Technical Specifications & as per clause 2705 of specifications.


Providing and fixing 80mm NB MS pipe rail on crash barrier complete including providing three or more coats of epoxy paint of approved colour, make and quality over a coat of epoxy primer complete as per drawings and Technical Specifications Sections 1900Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.Ref. to MORT&H specification2706 & 2200 .Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.Ref. to MORT&H specification 2000 & 2200 . (POT/PTFE)

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.Ref. to MORT&H specification 2607.Providing and laying 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 .Ref. to MORT&H specification 2504 .Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Providing and laying (65mm thick) wearing course comprising of 40mm asphalt concrete over 25 mm thick mastic asphalt on top of deck slab including cost of prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, all complete as per Technical Specifications Clause 509,515 , 2702 and 2815.

Painting of Structure No., span arrangement, flow directions etc. as per Technical Specifications Section 800 or as directed by Engineer.Painting two coats after filling the surfaces with synthetic enamel paint in all shades on new plastered concrete surfaces & as per relevant clauses of section -800 & IRC -67 including cost of paint etc. complete. (Crashbarrier)

6.BOQ of Girder TypeMinor Bridges

S.Nos. Description Unit Total

6.01

i Ordinary soil (0-3m) Cum 24,121.94


6.02

0.00

a) PCC M 15 Cum 924.51

6.03

0.00

a) RCC M35 Cum 5,396.81

6.04

MT 539.68

6.05Cum 0.00

6.06

0.00

a) RCC Grade M35 0.00

i Height upto 5m Cum 4,568.29

ii Height 5m to 10m Cum 1,521.44

III) RCC Grade M35 Cum 67.01

6.07

MT 587.39

6.08

cum 3,585.31

6.09

cum 4,313.27

6.10

0.00

6.11 PSC T Girder with Deck Slab (Grade M 45 )Cum 1,804.00

RCC Decjk slab over PSC T Girder (M35)Cum 1,646.00

6.12MT 465.35

6.13

MT 53.19

6.14

Cum 416.64

6.15b)Levelling course(M15 Grade concrete)

Cum 208.32

6.16Nos. 130.00

6.17

Rmt 1,457.80

6.18

Rmt 1,345.80

6.19 Length of pedestrain railing Rmt 560.90

6.20No's 1,194.33

6.21 Elastomeric Bearings Cm^3 1,632,720.00

6.22

Rmt 475.20

6.23

cum 719.00

6.24cum 325.74

6.25

sqm 9,189.76

6.26Nos 32.00

6.27

Sqm 3,656.42



Providing & Laying Plain / Reinforced cement concrete in open foundation including formwork shuttering etc. complete as per drawing & Technical specifications & as per relevant clauses of sections 1500,1700 & 2100. with

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Ref. to MORT&H specification 1600 .Filling Annular Space Around Footing in Rock.Lean cement concrete 1:3:6 nominal mix



Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.Ref. to 710.1.4 of IRC :78 MORT&H specification 2200 .Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Ref. to 710.1.4 of IRC :78 MORT&H specification 2200 .


Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications . Ref. to MORT&H specification 1600 .High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications.Ref. to MORT&H specification 1800 .Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Ref. to MORT&H specification 1500,1600,1700 & 2704 . (M30 )




Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.Ref. to MORT&H specification 2607.Providing and laying 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 .Ref. to MORT&H specification 2504 .



Painting of Structure No., span arrangement, flow directions etc. as per Technical Specifications Section 800 or as directed by Engineer.Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesRef. to MORT&H specification 803 .

6.BOQ of Slab Type MNBR On Main and SR _Vijayawada Bypass

S.Nos. Description Unit TOTAL

6.01

i Ordinary soil (0-3m) Cum 16320.03


6.02 0.00

a) PCC M 15 Cum 1117.77

6.03 0.00

a) RCC M35 Cum 5366.86

6.04 MT 536.69

6.05 Cum 0.00

6.06 0.00

a) RCC Grade M35 0.00

i Height upto 5m Cum 3849.80

ii Height 5m to 10m Cum 1419.33

iii) Retaining wall (RCC Grade M35) Cum 25.81

6.07 MT 528.98

6.08 cum 2288.52

6.09 cum 2015.43

6.08 712.00

RCC Grade M 35 RCC Deck Slab Cum 2357.20

6.09 MT 228.60

6.10 MT 151.20

6.11 Cum 527.94

b)Levelling course(M15 Grade concrete)

Cum 244.17

6.12 Nos. 246.00

6.13 Rmt 708.10

Pedestrain Railing Rmt 262.00

6.14 Rmt 1714.20

Nos. 1046.00

6.16 Tar paper Bearings sqm 390530.18

Elastomeric Bearings cm^3 130000.00

Filler type Expansion Joint Rmt 935.70

Rmt 126.46

6.17 cum 490.31

6.18 cum 1406.12

6.19 sqm 4929.77

6.20 Nos 444.00

6.21 Sqm 2246.76



Providing & Laying Plain / Reinforced cement concrete in open foundation including formwork shuttering etc. complete as per drawing & Technical specifications & as per relevant clauses of sections 1500,1700 & 2100. with

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Ref. to MORT&H specification 1600 .

Filling Annular Space Around Footing in Rock.Lean cement concrete 1:3:6 nominal mix



Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger si



Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications . Ref. to MORT&H specification 1600 .High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications.Ref. to MORT&H specification 1800 .

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Ref. to MORT&H specification 1500,1600,1700 & 2704 . (M30 )




Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical






Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesRef. to MORT&H specification 803 .

BOQ

Item No. Particulars Unit 29/2_LHS MNB_1075_820_RHS MNB_36_1_LHS MNB_1068_844_RHS MNB_39_2_LHS MNB_42_1 MNB_32_LHS MNB_56_1 MNB_1026_335

Excavation of foundation

6.01 Cum 76.81 118.33 118.10 181.94 214.71 330.77 85.96 85.96 136.12 185.62 97.71 97.71 393.34 343.28 269.13 393.34 116.94 116.94 116.94 116.94 116.94 116.94 77.45 77.45 32.48 247.94 338.10 443.10 32.48 443.10 180.60 285.60 5,988.78

Dismantling of Existing structures

6.02

i) Reinforced cement concrete superstructure. (M 35) Cum 22.40 22.40 31.00 31.00 15.60 15.60 3.80 3.80 20.20 20.20 20.10 20.10 110.40 110.40 45.00 115.20 3.60 2.30 2.30 3.60 3.60 3.60 4.50 4.50 14.10 52.80 52.80 108.40 14.10 108.40 9.60 19.10 1,014.50

ii) Substructure (RCC M 35) 0.00

Total RCC M 35 (Dismatling) Cum 18.06 18.06 53.87 53.87 22.79 22.79 16.68 16.68 18.32 18.32 28.27 28.27 83.63 83.63 70.67 83.63 24.15 24.32 24.32 24.15 24.15 24.15 21.20 21.20 27.44 39.73 39.73 47.45 27.44 47.45 28.17 35.88 1,118.46

Plain concrete M15 0.00

Total PCC (Dismatling) Cum 23.56 23.56 32.82 32.82 27.85 27.85 12.62 12.62 32.83 32.83 32.68 32.68 85.77 85.77 56.01 89.58 14.85 12.78 12.78 14.85 14.85 14.85 17.39 17.39 28.74 59.30 59.30 87.28 28.74 87.28 26.83 26.83 1,165.90

vi)Flat Paving stone (150 mm Thick) cum 1.20 1.20 1.71 1.71 1.44 1.44 0.63 0.63 1.72 1.72 1.71 1.71 3.84 3.84 2.52 4.03 0.66 0.58 0.58 0.66 0.66 0.66 0.80 0.80 1.24 2.66 2.66 3.97 1.24 3.97 1.22 1.15 54.54

ix) Wearing course/Pavement Sqm 13.00 13.00 17.00 17.00 15.00 15.00 9.00 9.00 17.00 17.00 17.00 17.00 32.00 32.00 23.00 33.00 9.00 9.00 9.00 9.00 9.00 9.00 10.00 10.00 14.00 24.00 24.00 33.00 14.00 33.00 13.00 13.00 538.00

x) Dismantling of Railing/Road Kerbs/Gutters/Pipes Rmt 22.00 22.00 28.00 28.00 25.00 25.00 15.00 15.00 28.00 28.00 28.00 28.00 53.00 53.00 37.00 55.00 15.00 14.00 14.00 15.00 15.00 15.00 17.00 17.00 23.00 39.00 39.00 54.00 23.00 54.00 22.00 22.00 888.00

Widening quantities

Foundation

6.03 Compacted Sand filling cum 35.83 55.20 60.49 93.19 42.73 65.84 32.34 32.34 75.57 103.05 76.72 76.72 181.50 158.40 128.70 188.10 23.71 20.98 20.98 23.71 23.71 23.71 26.68 26.68 41.04 113.52 154.80 221.85 41.04 221.85 75.60 75.60 2,542.19

6.04 cum 28.00 43.00 40.00 62.00 33.00 51.00 26.00 26.00 57.00 78.00 58.00 58.00 116.00 101.00 80.00 121.00 17.00 16.00 16.00 17.00 17.00 17.00 20.00 20.00 30.00 86.00 117.00 172.00 30.00 172.00 56.00 58.00 1,839.00

6.05 cum 30.72 47.33 47.24 72.78 36.81 56.70 34.39 34.39 54.45 74.25 61.71 61.71 125.40 109.44 85.80 125.40 26.08 26.08 26.08 26.08 26.08 26.08 22.89 22.89 35.43 74.38 101.43 132.93 35.43 132.93 54.18 85.68 1,913.20

6.06 MT 3.07 4.73 4.72 7.28 3.68 5.67 3.44 3.44 5.44 7.42 6.17 6.17 12.54 10.94 8.58 12.54 2.61 2.61 2.61 2.61 2.61 2.61 2.29 2.29 3.54 7.44 10.14 13.29 3.54 13.29 5.42 8.57 191.32

MNB_1065_78_RHS

MNB_1062_540

MNB_1072_737_RHS

MNB_37_6_LHS

MNB_1067_326_RHS

MNB_49_1_LHS

MNB_1055_743_R

HS

MNB_1048_338_RHS

MNB_61_9_LHS

MNB_78_1_LHS

MNB_1043_091_RHS

MNB_62_1_LHS

MNB_1043_055_RHS

MNB_67_3_LHS

MNB_1037_246_RHS

MNB_1036_052 RHS

MNB_76_1_LHS

MNB_1030_415_LH

S

MNB_80_1_LHS

MNB_69_1

MNB_1024_188_RHS

MNB_1022_851_LHS

MNB_1022_851_RHS

Total BOQ of MNBR

Widening


Dismantling of bridge structures including superstructure,substructure and foundations including disposal of dismantled material and / or salvaging useful material complete as per technical specification clause 202 and section 2800.

PlainCement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Ref. to MORT&H specification 1500,1700 & 2100 .

Providing & Laying Reinforced cement concrete in open foundation including formwork shuttering etc. complete as per drawing & Technical specifications & as per relevant clauses of sections 1500,1700 & 2100. with

Supplying, fitting & placing un-coated HYSD bar reinforcement in foundation complete as per drawing & Technical specifications & as per relevant clauses of sections 1600.

Sub - Structure

6.07 cum

Total (RCC M 35) 40.93 58.40 88.69 120.10 46.93 66.48 61.06 61.06 58.35 76.44 72.66 72.66 158.57 143.76 158.57 158.57 37.89 38.53 38.53 37.89 37.89 37.89 31.02 31.02 51.04 132.13 174.71 225.84 51.04 225.84 98.01 149.14 2,841.65

6.08 MT 4.09 5.84 8.87 12.01 4.69 6.65 6.11 6.11 5.84 7.64 7.27 7.27 15.86 14.38 15.86 15.86 3.79 3.85 3.85 3.79 3.79 3.79 3.10 3.10 5.10 13.21 17.47 22.58 5.10 22.58 9.80 14.91 284.16

6.09 Cum 29.00 36.00 47.00 59.00 33.00 42.00 39.00 39.00 37.00 45.00 43.00 43.00 73.00 68.00 73.00 73.00 34.00 36.00 36.00 34.00 34.00 34.00 24.00 24.00 30.00 53.00 64.00 64.00 30.00 64.00 64.00 64.00 1,468.00

6.14 Cum 19.05 29.34 65.59 101.04 3.65 5.63 27.77 27.77 24.72 33.71 53.04 53.04 107.71 94.00 107.71 107.71 15.82 15.82 15.82 15.82 15.82 15.82 12.00 12.00 36.25 56.42 76.93 76.93 36.25 76.93 76.93 76.93 1,493.93

Super - Structure

6.15

a RCC grade M35, for solid slab Cum 47.00 71.00 64.00 99.00 32.00 50.00 18.00 18.00 62.00 85.00 62.00 62.00 127.00 111.00 83.00 132.00 23.00 15.00 15.00 23.00 23.00 23.00 29.00 29.00 30.00 97.00 132.00 194.00 30.00 194.00 60.00 60.00 2,100.00

6.16 MT 5.00 8.00 7.00 10.00 4.00 5.00 2.00 2.00 7.00 9.00 7.00 7.00 13.00 12.00 9.00 14.00 3.00 2.00 2.00 3.00 3.00 3.00 3.00 3.00 3.00 10.00 14.00 20.00 3.00 20.00 6.00 6.00 225.00

6.19 Cum 8.00 12.00 8.00 12.00 8.00 12.00 12.00 12.00 12.00 16.00 12.00 12.00 12.00 11.00 12.00 12.00 8.00 8.00 8.00 8.00 8.00 8.00 10.00 10.00 10.00 12.00 16.00 16.00 10.00 16.00 16.00 16.00 363.00

6.20 4.00 4.00 5.00 5.00 4.00 4.00 2.00 2.00 5.00 5.00 5.00 5.00 11.00 11.00 7.00 11.00 2.00 2.00 2.00 2.00 2.00 2.00 3.00 3.00 4.00 8.00 8.00 11.00 4.00 11.00 4.00 4.00 162.00

0.00

6.21 Nos. 4.00 4.00 5.00 5.00 4.00 4.00 2.00 2.00 5.00 5.00 5.00 5.00 11.00 11.00 7.00 11.00 2.00 2.00 2.00 2.00 2.00 2.00 3.00 3.00 4.00 8.00 8.00 11.00 4.00 11.00 4.00 4.00 162.00

6.22 Rmt 22.00 22.00 28.00 28.00 25.00 25.00 15.00 15.00 28.00 28.00 28.00 28.00 53.00 53.00 37.00 55.00 15.00 14.00 14.00 15.00 15.00 15.00 17.00 17.00 23.00 39.00 39.00 54.00 23.00 54.00 22.00 22.00 888.00

Providing & Laying Plain / Reinforced cement concrete in sub-structure or complete RCC box section as per drawing & Technical specifications & as per relevant clauses of sections 1500,1700 & 2200 in (Height above average groundup level)




Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification, Ref to 1500 & 1600 1700




Providing Drainage spouts complete as per drawing & Technical Specifications & as per clause 2705 of specifications.


6.23 Rmt 22.00 22.00 28.00 28.00 25.00 25.00 15.00 15.00 28.00 28.00 28.00 28.00 53.00 53.00 37.00 55.00 15.00 14.00 14.00 15.00 15.00 15.00 17.00 17.00 23.00 39.00 39.00 54.00 23.00 54.00 22.00 22.00 888.00

0.00

Miscellaneous Items 0.00

6.24 Nos 14 20 32 46 6 6 24 24 20 28 34 34 52 46 52 52 14 14 14 14 14 14 12 12 28 34 46 46 28 46 46 46 918.00

6.25

6.26 Elastomeric bearing 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6.27 Tar Paper Bearing Sqm 8.88 13.68 8.88 13.68 8.88 13.68 9.90 9.90 13.20 18.00 13.20 13.20 39.60 34.56 26.40 39.60 6.08 6.08 6.08 6.08 6.08 6.08 7.02 7.02 14.04 26.40 36.00 48.00 14.04 48.00 18.00 30.00 570.246.28 Filler joint 0.00

6.29 Rmt 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14.80

6.3 Rmt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6.31 Cum 11 11 39 39 2 2 11 11 10 10 21 21 43 43 43 43 9 9 9 9 9 9 7 7 21 23 23 23 21 23 23 23 609.98

6.33 Cum 5 5 18 18 1 1 4 4 4 4 9 9 19 19 19 19 4 4 4 4 4 4 3 3 9 10 10 10 9 10 10 10 262.15

6.35 Sqm 70.00 113.00 88.00 142.00 78.00 127.00 74.00 74.00 137.00 192.00 137.00 137.00 265.00 228.00 185.00 275.00 50.00 46.00 46.00 50.00 50.00 50.00 54.00 54.00 75.00 195.00 273.00 378.00 75.00 378.00 150.00 150.00 4,396.00

6.36

6.37 Nos. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 32.00

6.39 Sqm 39.00 39.00 50.00 50.00 44.00 44.00 27.00 27.00 50.00 50.00 50.00 50.00 96.00 96.00 67.00 99.00 27.00 25.00 25.00 27.00 27.00 27.00 30.00 30.00 41.00 71.00 71.00 98.00 41.00 98.00 39.00 39.00 1,594.00

6.41 Cum 106.19 106.19 165.93 165.93 95.28 95.28 75.02 75.02 129.47 129.47 146.30 146.30 285.62 285.62 213.62 294.62 72.25 66.85 66.85 72.25 72.25 72.25 73.43 73.43 125.08 200.90 200.90 267.95 125.08 267.95 121.70 121.70 4,516.68

6.42 Cum 51.38 51.38 142.43 142.43 22.62 22.62 32.56 32.56 61.73 61.73 97.04 97.04 286.90 286.90 203.04 297.39 29.06 26.16 26.16 29.06 29.06 29.06 26.96 26.96 79.38 145.38 145.38 201.90 79.38 201.90 78.61 78.61 3,122.80

6.43 Cum 39.70 39.70 62.04 62.04 35.63 35.63 28.05 28.05 48.41 48.41 54.70 54.70 106.79 106.79 79.87 110.16 27.01 24.99 24.99 27.01 27.01 27.01 27.45 27.45 46.77 75.12 75.12 100.18 46.77 100.18 45.50 45.50 1,688.74

6.39 Cum 4.00 4.00 8.00 8.00 2.00 2.00 4.00 4.00 4.00 4.00 6.00 6.00 8.00 8.00 8.00 8.00 4.00 4.00 4.00 4.00 4.00 4.00 3.00 3.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 166.00




cm3







Painting two coats after filling the surfaces with synthetic enamel paint in all shades on new plastered concrete surfaces & as per relevant clauses of section -800 & IRC -67 including cost of paint etc. complete.

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

Construction of dry rubble flooring at cross drainage works for relatively less important works.

Curtain wall in PCC M15 complete as per drawing and Technical specification

Toe wall in PCC M15 complete as per drawing and Technical specification

6.ROB-BOQ

S.Nos. Description Unit Total

6.01

i) a) Abutment (6-pile system of 1.2 m dia)

ii) b)Pier (6-Pile system of 1.2 m dia)

Total length of piles (M35) RMT 8,160.00

6.02 Total Reinforcement in the piles MT 738.30

6.03 Earth work excavation for Pile cap Cum 11,469.60

6.04 Cum 583.20

6.05 Cum 6,389.28

6.06 Reinforcement in pile caps MT 894.50

6.07 0.00

6.08 Substructure (0-5 m) Cum 4,212.00

6.09 Substructure (5-10 m) Cum 5,516.84

6.10 MT 972.88

6.11 Cum 6,289.88

6.12 RCCT Girder (M35) Cum 264.56

6.13 PSC T Girder (M45) Cum 5,043.98

6.14 MT 1,402.70

6.15 MT 898.43

6.16 MT 113.49

6.17 Cum 151.20

6.18 Cum 75.60

6.19 Nos.. 416.80

6.20 0.00

6.21 i) Crash barrier (1.8 m) High containment Rmt 444.00

6.22 ii) Crashbarrier (0.9 m) Rmt 3,724.00

6.23 Rmt 444.00



Providing and laying in position Reinforced Cement Concrete grade M 35 in pile cap complete as per drawings and Technical Specifications Clause Nos. 1500 & 1700

Providing & Laying Plain / Reinforced cement concrete in sub-structure or complete RCC box section as per drawing & Technical specifications & as per relevant clauses of sections 1500,1700 & 2200

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications . Ref. to MORT&H specification 1600 & 2200 . RCC Deck slab (Normal section+Composite section) (M35)

Total structural steel quantity (Fe 410 w GRADE B(E250) (IS 2062-2006)Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications . Ref. to MORT&H specification 1600 .(100 kg/m3) High tensile steel / wire strands including all accessories for stressing, stressing operations & grouting complete as per drawing & technical specifications section 1800Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Ref. to MORT&H specification 1500,1600,1700 & 2704 . (M 30)PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Ref. to MORT&H specification 2700.Providing Drainage spouts complete as per drawing & Technical Specifications & as per clause 2705 of specifications.



6.24 0.00

6.25 a) POT/PTFE Nos.. 212.00

b) Elastomeric Type cm^3 5,110,560.00

6.26 Rmt 960.00

6.27 sqm 23,386.00

6.28 Nos.. 12.00

6.29 0.00

sqm 1,598.40

ii) Crashabrrier (0.9 m) sqm 6,703.20

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.Ref. to MORT&H specification 2000 & 2200 .Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.Ref. to MORT&H specification 2607.

Providing and laying (65mm thick) wearing course comprising of 40mm asphalt concrete over 25 mm thick mastic asphalt on top of deck slab including cost of prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, all complete as per Technical Specifications Clause 509,515 , 2702 and 2815.Painting of Structure No., span arrangement, flow directions etc. as per Technical Specifications Section 800 or as directed by Engineer.Painting two coats after filling the surfaces with synthetic enamel paint in all shades on new plastered concrete surfaces & as per relevant clauses of section -800 & IRC -67 including cost of paint etc. complete. (Crash barrier)i) Crashbarrier High Containment (1.8 m)

cost comparision 12 000

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