Rural Management And Development Department Tender

View complete overview of Sikkim Rural Management And Development Department Tender

Rural Management And Development Department Tender

Works

Eprocure

North District, Sikkim

Opening Date6 Aug 2021

Closing Date16 Aug 2021

Tender Amount₹ 24,02,75,256

Notes

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Costs

EMD
₹ 60,06,881
Document Cost
₹ 2,00,000
Tender Fee
Refer Documents

Summary

Construction Of Long Span Steel (composite And Bailey) Bridges In

Description

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Contact

Tender Id
2021_CESDA_112374_1
Bid Award Id
View
Tender No
SKPMGSY(LSB)/BATCH1Retender(2)
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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GEM & Bid Advisory Services

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Documents

Download All

Tender Notice-1455.0 kBTendernotice_1.pdf

NIT

BOQ-12.3 MBBOQ_181186.xls

BOQ

Document-11.8 MBSBDRT2-converted.p...SBDRT2-converted.pdf

SBD

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Construction of Embankment with material obtained from Roadway cutting

Quantity-

Rate-

Amount -

Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5

Quantity180

Rate-

Amount 114.8

Compacting Original Ground.

Quantity-

Rate-

Amount -

(ii) Compacting original ground supporting subgrade.

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity300

Rate-

Amount 40.63

Granular Sub-Base with well graded material (Table 400.1)

Quantity-

Rate-

Amount -

(A) By Mix in Place Method.

Quantity-

Rate-

Amount -

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401.

Quantity-

Rate-

Amount -

(i) For Grading I Material.

Quantity37.5

Rate-

Amount 1353.68

Water Bound Macadam with Crushable Screenings

Quantity-

Rate-

Amount -

(2) WBM Grading 2

Quantity-

Rate-

Amount -

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity22.5

Rate-

Amount 1992.51

(3) WBM Grading 3

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity22.5

Rate-

Amount 2061.95

Prime Coat

Quantity-

Rate-

Amount -

(i) Low porosity

Quantity-

Rate-

Amount -

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.

Quantity231.25

Rate-

Amount 36.08

Tack Coat

Quantity-

Rate-

Amount -

(iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity231.25

Rate-

Amount 12.28

20mm thick Open-Graded Premix Carpet

Quantity-

Rate-

Amount -

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Quantity-

Rate-

Amount -

By Manual Means

Quantity231.25

Rate-

Amount 138.88

Seal Coat

Quantity-

Rate-

Amount -

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

Type B(ii) Bitumen (S-65)

Quantity231.25

Rate-

Amount 43.26

Construction of earthen shoulder.

Quantity-

Rate-

Amount -

Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.

Quantity22.69

Rate-

Amount 224.53

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity105.72

Rate-

Amount 86.92

ii) Loading of sand

Quantity15.76

Rate-

Amount 43.46

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity105.72

Rate-

Amount 43.46

iii) Unloading of sand

Quantity15.76

Rate-

Amount 28.14

Loading and unloading of Bitumen drums by manual means including a lead upto 30m

Quantity-

Rate-

Amount -

i) Loading of Bitumen drums by manual means including a lead upto 30m

Quantity1.04

Rate-

Amount 131.73

ii) Unloading of Bitumen drums by manual means including a lead upto 30m

Quantity1.04

Rate-

Amount 117.82

Haulage excluding Loading and Unloading

Quantity-

Rate-

Amount -

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

a) Sand lead distance 40 Km

Quantity1160

Rate-

Amount 4.16

b) Aggregates ad distance 40 Km

Quantity7360

Rate-

Amount 4.16

c) Bitumen ad distance 120 Km

Quantity124.45

Rate-

Amount 4.16

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity435

Rate-

Amount 5

b) Aggregates lead distance 15 Km

Quantity2760

Rate-

Amount 5

c) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps ,Dewatering,Shoring and shuttering and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity774.89

Rate-

Amount 282.69

3 m to 6 m depth

Quantity234.6

Rate-

Amount 335.69

Ordinary rock

Quantity516.59

Rate-

Amount 353.36

Hard rock (requiring blasting)

Quantity156.4

Rate-

Amount 625.68

Hard rock (blasting prohibited)

Quantity-

Rate-

Amount -

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Quantity-

Rate-

Amount -

P.C.C grade M 15 (Nominal mix 1:2.5:5)

Quantity18.34

Rate-

Amount 4408.54

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

P.C.C grade M 15

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity15.94

Rate-

Amount 4408.54

R.C.C. grade M 30

Quantity82.96

Rate-

Amount 6863.97

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity13.27

Rate-

Amount 71587.68

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity-

Rate-

Amount -

For height upto 5 m

Quantity-

Rate-

Amount -

R.C.C. grade M30

Quantity51.99

Rate-

Amount 6863.97

For height 5 to 10 m

Quantity38.99

Rate-

Amount 6863.97

For height above 10 m

Quantity38.99

Rate-

Amount 6863.97

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity20.8

Rate-

Amount 71587.68

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity156

Rate-

Amount 331.67

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Quantity-

Rate-

Amount -

Granular material

Quantity260.83

Rate-

Amount 1118.55

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Quantity43.09

Rate-

Amount 1044.7

Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.

Quantity428

Rate-

Amount 393

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1

Quantity-

Rate-

Amount -

Super Structure

Quantity-

Rate-

Amount -

Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification

Quantity20

Rate-

Amount 408382

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity3.83

Rate-

Amount 4341.32

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity12.18

Rate-

Amount 5735.36

Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5

Quantity13

Rate-

Amount 12095.88

Filler Joint

Quantity-

Rate-

Amount -

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications

Quantity11.6

Rate-

Amount 6449.43

River Bank Protection Work

Quantity-

Rate-

Amount -

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Quantity-

Rate-

Amount -

For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall

Quantity-

Rate-

Amount -

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity30.49

Rate-

Amount 86.92

M25 grade concrete

Quantity10.96

Rate-

Amount 86.92

M30 grade concrete

Quantity235.15

Rate-

Amount 86.92

Bituminous Macadam

Quantity9.65

Rate-

Amount 86.92

Premix carpet

Quantity4.6

Rate-

Amount 86.92

Seal coat

Quantity1.02

Rate-

Amount 86.92

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity30.49

Rate-

Amount 43.46

M25 grade concrete

Quantity10.96

Rate-

Amount 43.46

M30 grade concrete

Quantity235.15

Rate-

Amount 43.46

Bituminous Macadam

Quantity9.65

Rate-

Amount 43.46

Premix carpet

Quantity4.6

Rate-

Amount 43.46

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.29

Rate-

Amount 43.46

M25 grade concrete

Quantity5.48

Rate-

Amount 43.46

M30 grade concrete

Quantity117.58

Rate-

Amount 43.46

Bituminous Macadam

Quantity2.41

Rate-

Amount 43.46

Seal coat

Quantity1.02

Rate-

Amount 43.46

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.29

Rate-

Amount 28.14

M25 grade concrete

Quantity5.48

Rate-

Amount 28.14

M30 grade concrete

Quantity117.58

Rate-

Amount 28.14

Bituminous Macadam

Quantity2.41

Rate-

Amount 28.14

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity10.48

Rate-

Amount 113.28

M25 grade concrete

Quantity4.92

Rate-

Amount 113.28

M30 grade concrete

Quantity112.35

Rate-

Amount 113.28

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity12.2

Rate-

Amount 113.28

M25 grade concrete

Quantity7.43

Rate-

Amount 113.28

M30 grade concrete

Quantity185.51

Rate-

Amount 113.28

Loading steel and stacking

Quantity42.12

Rate-

Amount 123.81

Unloading steel and stacking

Quantity42.12

Rate-

Amount 123.81

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 131.73

Premix carpet

Quantity0.25

Rate-

Amount 131.73

Seal coat

Quantity0.12

Rate-

Amount 131.73

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 117.82

Premix carpet

Quantity0.25

Rate-

Amount 117.82

Seal coat

Quantity0.12

Rate-

Amount 117.82

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 30 Km

Quantity3832.58

Rate-

Amount 4.16

b) Stone Aggregates lead distance 40 Km

Quantity11675.28

Rate-

Amount 4.16

c) Sand lead distance 40 Km

Quantity5791.48

Rate-

Amount 4.16

d) Steel lead distance 30Km

Quantity1263.57

Rate-

Amount 4.16

e) Bitumen lead distance 120 Km

Quantity117.44

Rate-

Amount 4.16

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 15 Km

Quantity1081.88

Rate-

Amount 5

c) Sand lead distance 15 Km

Quantity656.18

Rate-

Amount 5

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

GST 12% on Civil Works

Quantity1

Rate-

Amount 756260

Labour Cess 1%

Quantity1

Rate-

Amount 70584

GST on Steel parts 18%

Quantity1

Rate-

Amount 1470175

Labour Cess 1%

Quantity1

Rate-

Amount 96378

Construction of 30 Mtr Span Steel Bridge (Bailey) over Ghattey in East Sikkim.

Quantity-

Rate-

Amount -

(ii) Excavation in Hilly Areas in Soil by mechanical means.

Quantity-

Rate-

Amount -

(A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1

Quantity2100

Rate-

Amount 282.7

Construction of Embankment with material obtained from Roadway cutting

Quantity-

Rate-

Amount -

Quantity180

Rate-

Amount 114.8

Compacting Original Ground.

Quantity-

Rate-

Amount -

(ii) Compacting original ground supporting subgrade.

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity600

Rate-

Amount 40.6

Granular Sub-Base with well graded material (Table 400.1)

Quantity-

Rate-

Amount -

(A) By Mix in Place Method.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(i) For Grading I Material.

Quantity75

Rate-

Amount 1353.7

Water Bound Macadam with Crushable Screenings

Quantity-

Rate-

Amount -

(2) WBM Grading 2

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity45

Rate-

Amount 1992.5

(3) WBM Grading 3

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity45

Rate-

Amount 2062

Prime Coat

Quantity-

Rate-

Amount -

(i) Low porosity

Quantity-

Rate-

Amount -

Quantity462.5

Rate-

Amount 36.1

Tack Coat

Quantity-

Rate-

Amount -

Quantity462.5

Rate-

Amount 12.3

20mm thick Open-Graded Premix Carpet

Quantity-

Rate-

Amount -

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Quantity-

Rate-

Amount -

By Manual Means

Quantity462.5

Rate-

Amount 138.9

Seal Coat

Quantity-

Rate-

Amount -

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

Type B(ii) Bitumen (S-65)

Quantity462.5

Rate-

Amount 43.3

Construction of earthen shoulder.

Quantity-

Rate-

Amount -

Quantity45.4

Rate-

Amount 224.5

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity211.4

Rate-

Amount 86.9

ii) Loading of sand

Quantity31.5

Rate-

Amount 43.5

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity211.4

Rate-

Amount 43.5

iii) Unloading of sand

Quantity31.5

Rate-

Amount 28.1

Loading and unloading of Bitumen drums by manual means including a lead upto 30m

Quantity-

Rate-

Amount -

i) Loading of Bitumen drums by manual means including a lead upto 30m

Quantity2.1

Rate-

Amount 131.7

ii) Unloading of Bitumen drums by manual means including a lead upto 30m

Quantity2.1

Rate-

Amount 117.8

Haulage excluding Loading and Unloading

Quantity-

Rate-

Amount -

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

a) Sand lead distance 50 Km

Quantity2900

Rate-

Amount 4.2

b) Aggregates ad distance 50 Km

Quantity18400

Rate-

Amount 4.2

c) Bitumen ad distance 125 Km

Quantity259.3

Rate-

Amount 4.2

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity870

Rate-

Amount 5

b) Aggregates lead distance 15 Km

Quantity5520

Rate-

Amount 5

c) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity655.1

Rate-

Amount 282.7

3 m to 6 m depth

Quantity125.8

Rate-

Amount 335.7

Ordinary rock

Quantity436.7

Rate-

Amount 353.4

Hard rock (requiring blasting)

Quantity83.9

Rate-

Amount 625.7

Hard rock (blasting prohibited)

Quantity-

Rate-

Amount -

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Quantity-

Rate-

Amount -

P.C.C grade M 15 (Nominal mix 1:2.5:5)

Quantity33.2

Rate-

Amount 4408.5

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

P.C.C grade M 15

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity19.4

Rate-

Amount 4408.5

R.C.C. grade M 30

Quantity120

Rate-

Amount 6864

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity23.1

Rate-

Amount 71587.7

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity-

Rate-

Amount -

For height upto 5 m

Quantity-

Rate-

Amount -

R.C.C. grade M30

Quantity60.2

Rate-

Amount 6864

For height 5 to 10 m

Quantity45.2

Rate-

Amount 6864

For height above 10 m

Quantity45.2

Rate-

Amount 6864

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity27.1

Rate-

Amount 71587.7

Quantity156

Rate-

Amount 331.7

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Quantity-

Rate-

Amount -

Granular material

Quantity397.7

Rate-

Amount 1118.6

Quantity51.1

Rate-

Amount 1044.7

Quantity620

Rate-

Amount 393

Quantity-

Rate-

Amount -

Super Structure

Quantity-

Rate-

Amount -

Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification

Quantity30

Rate-

Amount 428748

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity3.8

Rate-

Amount 4341.3

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity12.2

Rate-

Amount 5735.4

Quantity13

Rate-

Amount 12095.9

Filler Joint

Quantity-

Rate-

Amount -

Quantity11.6

Rate-

Amount 6449.4

River Bank Protection Work

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall

Quantity40

Rate-

Amount 1964.4

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity45.2

Rate-

Amount 86.9

M25 grade concrete

Quantity11

Rate-

Amount 86.9

M30 grade concrete

Quantity287

Rate-

Amount 86.9

Bituminous Macadam

Quantity9.7

Rate-

Amount 86.9

Premix carpet

Quantity4.6

Rate-

Amount 86.9

Seal coat

Quantity1

Rate-

Amount 86.9

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity45.2

Rate-

Amount 43.5

M25 grade concrete

Quantity11

Rate-

Amount 43.5

M30 grade concrete

Quantity287

Rate-

Amount 43.5

Bituminous Macadam

Quantity9.7

Rate-

Amount 43.5

Premix carpet

Quantity4.6

Rate-

Amount 43.5

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity27.1

Rate-

Amount 43.5

M25 grade concrete

Quantity5.5

Rate-

Amount 43.5

M30 grade concrete

Quantity143.5

Rate-

Amount 43.5

Bituminous Macadam

Quantity2.4

Rate-

Amount 43.5

Seal coat

Quantity1

Rate-

Amount 43.5

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity27.1

Rate-

Amount 28.1

M25 grade concrete

Quantity5.5

Rate-

Amount 28.1

M30 grade concrete

Quantity143.5

Rate-

Amount 28.1

Bituminous Macadam

Quantity2.4

Rate-

Amount 28.1

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity15.5

Rate-

Amount 113.3

M25 grade concrete

Quantity4.9

Rate-

Amount 113.3

M30 grade concrete

Quantity137.1

Rate-

Amount 113.3

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.1

Rate-

Amount 113.3

M25 grade concrete

Quantity7.4

Rate-

Amount 113.3

M30 grade concrete

Quantity226.4

Rate-

Amount 113.3

Loading steel and stacking

Quantity59.1

Rate-

Amount 123.8

Unloading steel and stacking

Quantity59.1

Rate-

Amount 123.8

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.6

Rate-

Amount 131.7

Premix carpet

Quantity0.2

Rate-

Amount 131.7

Seal coat

Quantity0.1

Rate-

Amount 131.7

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.6

Rate-

Amount 117.8

Premix carpet

Quantity0.2

Rate-

Amount 117.8

Seal coat

Quantity0.1

Rate-

Amount 117.8

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 125 Km

Quantity19695.9

Rate-

Amount 4.2

b) Stone Aggregates lead distance 50 Km

Quantity17048.16

Rate-

Amount 4.2

c) Sand lead distance 650 Km

Quantity8975.7

Rate-

Amount 4.2

d) Steel lead distance 125 Km

Quantity7381.5

Rate-

Amount 4.2

e) Bitumen lead distance 125 Km

Quantity122.3

Rate-

Amount 4.2

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 15 Km

Quantity1464.9

Rate-

Amount 5

c) Sand lead distance 15 Km

Quantity899.2

Rate-

Amount 5

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

GST 12% on Civil Works

Quantity1

Rate-

Amount 1062780

Labour Cess 1%

Quantity1

Rate-

Amount 99193

GST on Steel parts 18%

Quantity1

Rate-

Amount 2315239

Labour Cess 1%

Quantity1

Rate-

Amount 151777

Construction of 15 Mtr Span Steel Bridge (Bailey) over Sisney in East Sikkim.

Quantity-

Rate-

Amount -

(ii) Excavation in Hilly Areas in Soil by mechanical means.

Quantity-

Rate-

Amount -

Quantity630

Rate-

Amount 282.69

Construction of Embankment with material obtained from Roadway cutting

Quantity-

Rate-

Amount -

Quantity72

Rate-

Amount 114.8

Compacting Original Ground.

Quantity-

Rate-

Amount -

(ii) Compacting original ground supporting subgrade.

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity180

Rate-

Amount 40.63

Granular Sub-Base with well graded material (Table 400.1)

Quantity-

Rate-

Amount -

(A) By Mix in Place Method.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(i) For Grading I Material.

Quantity22.5

Rate-

Amount 1353.68

Water Bound Macadam with Crushable Screenings

Quantity-

Rate-

Amount -

(2) WBM Grading 2

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity13.5

Rate-

Amount 1992.51

(3) WBM Grading 3

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity13.5

Rate-

Amount 2061.95

Prime Coat

Quantity-

Rate-

Amount -

(i) Low porosity

Quantity-

Rate-

Amount -

Quantity138.75

Rate-

Amount 36.08

Tack Coat

Quantity-

Rate-

Amount -

Quantity138.75

Rate-

Amount 12.28

20mm thick Open-Graded Premix Carpet

Quantity-

Rate-

Amount -

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Quantity-

Rate-

Amount -

By Manual Means

Quantity138.75

Rate-

Amount 138.88

Seal Coat

Quantity-

Rate-

Amount -

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

Type B(ii) Bitumen (S-65)

Quantity138.75

Rate-

Amount 43.26

Construction of earthen shoulder.

Quantity-

Rate-

Amount -

Quantity13.61

Rate-

Amount 224.53

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity63.43

Rate-

Amount 86.92

ii) Loading of sand

Quantity9.46

Rate-

Amount 43.46

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity63.43

Rate-

Amount 43.46

iii) Unloading of sand

Quantity9.46

Rate-

Amount 28.14

Loading and unloading of Bitumen drums by manual means including a lead upto 30m

Quantity-

Rate-

Amount -

i) Loading of Bitumen drums by manual means including a lead upto 30m

Quantity0.62

Rate-

Amount 131.73

ii) Unloading of Bitumen drums by manual means including a lead upto 30m

Quantity0.62

Rate-

Amount 117.82

Haulage excluding Loading and Unloading

Quantity-

Rate-

Amount -

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

a) Sand lead distance 50 Km

Quantity595

Rate-

Amount 4.16

b) Aggregates ad distance 50 Km

Quantity3850

Rate-

Amount 4.16

c) Bitumen ad distance 95 Km

Quantity49.78

Rate-

Amount 4.16

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity170

Rate-

Amount 5

b) Aggregates lead distance 15 Km

Quantity1100

Rate-

Amount 5

c) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity367.24

Rate-

Amount 282.69

3 m to 6 m depth

Quantity15.93

Rate-

Amount 335.69

Ordinary rock

Quantity244.83

Rate-

Amount 353.36

Hard rock (requiring blasting)

Quantity10.62

Rate-

Amount 625.68

Hard rock (blasting prohibited)

Quantity-

Rate-

Amount -

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Quantity-

Rate-

Amount -

P.C.C grade M 15 (Nominal mix 1:2.5:5)

Quantity16.19

Rate-

Amount 4408.54

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

P.C.C grade M 15

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity12.45

Rate-

Amount 4408.54

R.C.C. grade M 30

Quantity63.92

Rate-

Amount 6863.97

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity6.39

Rate-

Amount 71587.68

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity-

Rate-

Amount -

For height upto 5 m

Quantity-

Rate-

Amount -

R.C.C. grade M30

Quantity31.97

Rate-

Amount 6863.97

For height 5 to 10 m

Quantity23.98

Rate-

Amount 6863.97

For height above 10 m

Quantity23.98

Rate-

Amount 6863.97

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity9.59

Rate-

Amount 71587.68

Quantity156

Rate-

Amount 331.67

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Quantity-

Rate-

Amount -

Granular material

Quantity98.3

Rate-

Amount 1118.55

Quantity25.1

Rate-

Amount 1044.7

Quantity340

Rate-

Amount 393

Quantity-

Rate-

Amount -

Super Structure

Quantity-

Rate-

Amount -

Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification

Quantity15

Rate-

Amount 364975

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity3.83

Rate-

Amount 4341.32

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity12.18

Rate-

Amount 5735.36

Quantity13

Rate-

Amount 12095.88

Filler Joint

Quantity-

Rate-

Amount -

Quantity11.6

Rate-

Amount 6449.43

River Bank Protection Work

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall

Quantity-

Rate-

Amount -

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity25.97

Rate-

Amount 86.92

M25 grade concrete

Quantity10.96

Rate-

Amount 86.92

M30 grade concrete

Quantity172.96

Rate-

Amount 86.92

Bituminous Macadam

Quantity9.65

Rate-

Amount 86.92

Premix carpet

Quantity4.6

Rate-

Amount 86.92

Seal coat

Quantity1.02

Rate-

Amount 86.92

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity25.97

Rate-

Amount 43.46

M25 grade concrete

Quantity10.96

Rate-

Amount 43.46

M30 grade concrete

Quantity172.96

Rate-

Amount 43.46

Bituminous Macadam

Quantity9.65

Rate-

Amount 43.46

Premix carpet

Quantity4.6

Rate-

Amount 43.46

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity15.58

Rate-

Amount 43.46

M25 grade concrete

Quantity5.48

Rate-

Amount 43.46

M30 grade concrete

Quantity86.48

Rate-

Amount 43.46

Bituminous Macadam

Quantity2.41

Rate-

Amount 43.46

Seal coat

Quantity1.02

Rate-

Amount 43.46

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity15.58

Rate-

Amount 28.14

M25 grade concrete

Quantity5.48

Rate-

Amount 28.14

M30 grade concrete

Quantity86.48

Rate-

Amount 28.14

Bituminous Macadam

Quantity2.41

Rate-

Amount 28.14

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity8.93

Rate-

Amount 113.28

M25 grade concrete

Quantity4.92

Rate-

Amount 113.28

M30 grade concrete

Quantity82.64

Rate-

Amount 113.28

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity10.39

Rate-

Amount 113.28

M25 grade concrete

Quantity7.43

Rate-

Amount 113.28

M30 grade concrete

Quantity136.45

Rate-

Amount 113.28

Loading steel and stacking

Quantity23.13

Rate-

Amount 123.81

Unloading steel and stacking

Quantity23.13

Rate-

Amount 123.81

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 131.73

Premix carpet

Quantity0.25

Rate-

Amount 131.73

Seal coat

Quantity0.12

Rate-

Amount 131.73

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 117.82

Premix carpet

Quantity0.25

Rate-

Amount 117.82

Seal coat

Quantity0.12

Rate-

Amount 117.82

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 80 Km

Quantity7718.98

Rate-

Amount 4.16

b) Stone Aggregates lead distance 35 Km

Quantity7881.16

Rate-

Amount 4.16

c) Sand lead distance 35 Km

Quantity3884.39

Rate-

Amount 4.16

d) Steel lead distance 80 Km

Quantity1850.1

Rate-

Amount 4.16

e) Bitumen lead distance 80 Km

Quantity78.29

Rate-

Amount 4.16

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 10 Km

Quantity642.69

Rate-

Amount 5

c) Sand lead distance 10 Km

Quantity387.6

Rate-

Amount 5

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

GST 12% on Civil Works

Quantity1

Rate-

Amount 433678

Labour Cess 1%

Quantity1

Rate-

Amount 40477

GST on Steel parts 18%

Quantity1

Rate-

Amount 985433

Labour Cess 1%

Quantity1

Rate-

Amount 64601

Construction of 20 Mtr Span Steel Bridge (Bailey) over Paki Kyong -II in North Sikkim.

Quantity-

Rate-

Amount -

(ii) Excavation in Hilly Areas in Soil by mechanical means.

Quantity-

Rate-

Amount -

Quantity1050

Rate-

Amount 282.69

Construction of Embankment with material obtained from Roadway cutting

Quantity-

Rate-

Amount -

Quantity180

Rate-

Amount 114.8

Compacting Original Ground.

Quantity-

Rate-

Amount -

(ii) Compacting original ground supporting subgrade.

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity300

Rate-

Amount 40.63

Granular Sub-Base with well graded material (Table 400.1)

Quantity-

Rate-

Amount -

(A) By Mix in Place Method.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(i) For Grading I Material.

Quantity37.5

Rate-

Amount 1353.68

Water Bound Macadam with Crushable Screenings

Quantity-

Rate-

Amount -

(2) WBM Grading 2

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity22.5

Rate-

Amount 1992.51

(3) WBM Grading 3

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity22.5

Rate-

Amount 2061.95

Prime Coat

Quantity-

Rate-

Amount -

(i) Low porosity

Quantity-

Rate-

Amount -

Quantity231.25

Rate-

Amount 36.08

Tack Coat

Quantity-

Rate-

Amount -

Quantity231.25

Rate-

Amount 12.28

20mm thick Open-Graded Premix Carpet

Quantity-

Rate-

Amount -

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Quantity-

Rate-

Amount -

By Manual Means

Quantity231.25

Rate-

Amount 138.88

Seal Coat

Quantity-

Rate-

Amount -

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

Type B(ii) Bitumen (S-65)

Quantity231.25

Rate-

Amount 43.26

Construction of earthen shoulder.

Quantity-

Rate-

Amount -

Quantity22.69

Rate-

Amount 224.53

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity105.72

Rate-

Amount 86.92

ii) Loading of sand

Quantity15.76

Rate-

Amount 43.46

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity105.72

Rate-

Amount 43.46

iii) Unloading of sand

Quantity15.76

Rate-

Amount 28.14

Loading and unloading of Bitumen drums by manual means including a lead upto 30m

Quantity-

Rate-

Amount -

i) Loading of Bitumen drums by manual means including a lead upto 30m

Quantity1.04

Rate-

Amount 131.73

ii) Unloading of Bitumen drums by manual means including a lead upto 30m

Quantity1.04

Rate-

Amount 117.82

Haulage excluding Loading and Unloading

Quantity-

Rate-

Amount -

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

a) Sand lead distance 90 Km

Quantity2610

Rate-

Amount 4.16

b) Aggregates ad distance 90 Km

Quantity16560

Rate-

Amount 4.16

c) Bitumen ad distance 125 Km

Quantity129.64

Rate-

Amount 4.16

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity435

Rate-

Amount 5

b) Aggregates lead distance 15 Km

Quantity2760

Rate-

Amount 5

c) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity598.24

Rate-

Amount 282.69

3 m to 6 m depth

Quantity113.93

Rate-

Amount 335.69

Ordinary rock

Quantity398.83

Rate-

Amount 353.36

Hard rock (requiring blasting)

Quantity75.95

Rate-

Amount 625.68

Hard rock (blasting prohibited)

Quantity-

Rate-

Amount -

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Quantity-

Rate-

Amount -

P.C.C grade M 15 (Nominal mix 1:2.5:5)

Quantity18.34

Rate-

Amount 4408.54

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

P.C.C grade M 15

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity15.94

Rate-

Amount 4408.54

R.C.C. grade M 30

Quantity82.96

Rate-

Amount 6863.97

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity13.27

Rate-

Amount 71587.68

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity-

Rate-

Amount -

For height upto 5 m

Quantity-

Rate-

Amount -

R.C.C. grade M30

Quantity52.09

Rate-

Amount 6863.97

For height 5 to 10 m

Quantity39.07

Rate-

Amount 6863.97

For height above 10 m

Quantity39.07

Rate-

Amount 6863.97

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity20.84

Rate-

Amount 71587.68

Quantity156

Rate-

Amount 331.67

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Quantity-

Rate-

Amount -

Granular material

Quantity260.83

Rate-

Amount 1118.55

Quantity43.09

Rate-

Amount 1044.7

Quantity428

Rate-

Amount 393

Quantity-

Rate-

Amount -

Super Structure

Quantity-

Rate-

Amount -

Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification

Quantity20

Rate-

Amount 408382

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity3.83

Rate-

Amount 4341.32

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity12.18

Rate-

Amount 5735.36

Quantity13

Rate-

Amount 12095.88

Filler Joint

Quantity-

Rate-

Amount -

Quantity11.6

Rate-

Amount 6449.43

River Bank Protection Work

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall

Quantity-

Rate-

Amount -

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity30.49

Rate-

Amount 86.92

M25 grade concrete

Quantity10.96

Rate-

Amount 86.92

M30 grade concrete

Quantity235.37

Rate-

Amount 86.92

Bituminous Macadam

Quantity9.65

Rate-

Amount 86.92

Premix carpet

Quantity4.6

Rate-

Amount 86.92

Seal coat

Quantity1.02

Rate-

Amount 86.92

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity30.49

Rate-

Amount 43.46

M25 grade concrete

Quantity10.96

Rate-

Amount 43.46

M30 grade concrete

Quantity235.37

Rate-

Amount 43.46

Bituminous Macadam

Quantity9.65

Rate-

Amount 43.46

Premix carpet

Quantity4.6

Rate-

Amount 43.46

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.29

Rate-

Amount 43.46

M25 grade concrete

Quantity5.48

Rate-

Amount 43.46

M30 grade concrete

Quantity117.69

Rate-

Amount 43.46

Bituminous Macadam

Quantity2.41

Rate-

Amount 43.46

Seal coat

Quantity1.02

Rate-

Amount 43.46

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.29

Rate-

Amount 28.14

M25 grade concrete

Quantity5.48

Rate-

Amount 28.14

M30 grade concrete

Quantity117.69

Rate-

Amount 28.14

Bituminous Macadam

Quantity2.41

Rate-

Amount 28.14

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity10.48

Rate-

Amount 113.28

M25 grade concrete

Quantity4.92

Rate-

Amount 113.28

M30 grade concrete

Quantity112.45

Rate-

Amount 113.28

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity12.2

Rate-

Amount 113.28

M25 grade concrete

Quantity7.43

Rate-

Amount 113.28

M30 grade concrete

Quantity185.68

Rate-

Amount 113.28

Loading steel and stacking

Quantity42.16

Rate-

Amount 123.81

Unloading steel and stacking

Quantity42.16

Rate-

Amount 123.81

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 131.73

Premix carpet

Quantity0.25

Rate-

Amount 131.73

Seal coat

Quantity0.12

Rate-

Amount 131.73

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 117.82

Premix carpet

Quantity0.25

Rate-

Amount 117.82

Seal coat

Quantity0.12

Rate-

Amount 117.82

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 125 Km

Quantity15981.99

Rate-

Amount 4.16

b) Stone Aggregates lead distance 90 Km

Quantity26288.82

Rate-

Amount 4.16

c) Sand lead distance 90 Km

Quantity13040.56

Rate-

Amount 4.16

d) Steel lead distance 125 Km

Quantity5269.9

Rate-

Amount 4.16

e) Bitumen lead distance 125 Km

Quantity122.33

Rate-

Amount 4.16

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 15 Km

Quantity1081.88

Rate-

Amount 5

c) Sand lead distance 15 Km

Quantity656.18

Rate-

Amount 5

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

GST 12% on Civil Works

Quantity1

Rate-

Amount 759207

Labour Cess 1%

Quantity1

Rate-

Amount 70859

GST on Steel parts 18%

Quantity1

Rate-

Amount 1470175

Labour Cess 1%

Quantity1

Rate-

Amount 96378

Construction of 20 Mtr Span Steel Bridge (Bailey) over Paki Kyong -III in North Sikkim.

Quantity-

Rate-

Amount -

(ii) Excavation in Hilly Areas in Soil by mechanical means.

Quantity-

Rate-

Amount -

Quantity1050

Rate-

Amount 282.69

Construction of Embankment with material obtained from Roadway cutting

Quantity-

Rate-

Amount -

Quantity180

Rate-

Amount 114.8

Compacting Original Ground.

Quantity-

Rate-

Amount -

(ii) Compacting original ground supporting subgrade.

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity300

Rate-

Amount 40.63

Granular Sub-Base with well graded material (Table 400.1)

Quantity-

Rate-

Amount -

(A) By Mix in Place Method.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(i) For Grading I Material.

Quantity37.5

Rate-

Amount 1353.68

Water Bound Macadam with Crushable Screenings

Quantity-

Rate-

Amount -

(2) WBM Grading 2

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity22.5

Rate-

Amount 1992.51

(3) WBM Grading 3

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity22.5

Rate-

Amount 2061.95

Prime Coat

Quantity-

Rate-

Amount -

(i) Low porosity

Quantity-

Rate-

Amount -

Quantity231.25

Rate-

Amount 36.08

Tack Coat

Quantity-

Rate-

Amount -

Quantity231.25

Rate-

Amount 12.28

20mm thick Open-Graded Premix Carpet

Quantity-

Rate-

Amount -

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Quantity-

Rate-

Amount -

By Manual Means

Quantity231.25

Rate-

Amount 138.88

Seal Coat

Quantity-

Rate-

Amount -

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

Type B(ii) Bitumen (S-65)

Quantity231.25

Rate-

Amount 43.26

Construction of earthen shoulder.

Quantity-

Rate-

Amount -

Quantity22.69

Rate-

Amount 224.53

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity105.72

Rate-

Amount 86.92

ii) Loading of sand

Quantity15.76

Rate-

Amount 43.46

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity105.72

Rate-

Amount 43.46

iii) Unloading of sand

Quantity15.76

Rate-

Amount 28.14

Loading and unloading of Bitumen drums by manual means including a lead upto 30m

Quantity-

Rate-

Amount -

i) Loading of Bitumen drums by manual means including a lead upto 30m

Quantity1.04

Rate-

Amount 131.73

ii) Unloading of Bitumen drums by manual means including a lead upto 30m

Quantity1.04

Rate-

Amount 117.82

Haulage excluding Loading and Unloading

Quantity-

Rate-

Amount -

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

a) Sand lead distance 90 Km

Quantity2610

Rate-

Amount 4.16

b) Aggregates ad distance 90 Km

Quantity16560

Rate-

Amount 4.16

c) Bitumen ad distance 125 Km

Quantity129.64

Rate-

Amount 4.16

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity435

Rate-

Amount 5

b) Aggregates lead distance 15 Km

Quantity2760

Rate-

Amount 5

c) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity620.6

Rate-

Amount 282.69

3 m to 6 m depth

Quantity127.95

Rate-

Amount 335.69

Ordinary rock

Quantity413.73

Rate-

Amount 353.36

Hard rock (requiring blasting)

Quantity85.3

Rate-

Amount 625.68

Hard rock (blasting prohibited)

Quantity-

Rate-

Amount -

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Quantity-

Rate-

Amount -

P.C.C grade M 15 (Nominal mix 1:2.5:5)

Quantity18.34

Rate-

Amount 4408.54

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

P.C.C grade M 15

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity15.94

Rate-

Amount 4408.54

R.C.C. grade M 30

Quantity82.96

Rate-

Amount 6863.97

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity13.27

Rate-

Amount 71587.68

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity-

Rate-

Amount -

For height upto 5 m

Quantity-

Rate-

Amount -

R.C.C. grade M30

Quantity52.09

Rate-

Amount 6863.97

For height 5 to 10 m

Quantity39.07

Rate-

Amount 6863.97

For height above 10 m

Quantity39.07

Rate-

Amount 6863.97

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity20.84

Rate-

Amount 71587.68

Quantity156

Rate-

Amount 331.67

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Quantity-

Rate-

Amount -

Granular material

Quantity260.83

Rate-

Amount 1118.55

Quantity43.09

Rate-

Amount 1044.7

Quantity428

Rate-

Amount 393

Quantity-

Rate-

Amount -

Super Structure

Quantity-

Rate-

Amount -

Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification

Quantity20

Rate-

Amount 408382

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity3.83

Rate-

Amount 4341.32

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity12.18

Rate-

Amount 5735.36

Quantity13

Rate-

Amount 12095.88

Filler Joint

Quantity-

Rate-

Amount -

Quantity11.6

Rate-

Amount 6449.43

River Bank Protection Work

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall

Quantity-

Rate-

Amount -

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity30.49

Rate-

Amount 86.92

M25 grade concrete

Quantity10.96

Rate-

Amount 86.92

M30 grade concrete

Quantity235.37

Rate-

Amount 86.92

Bituminous Macadam

Quantity9.65

Rate-

Amount 86.92

Premix carpet

Quantity4.6

Rate-

Amount 86.92

Seal coat

Quantity1.02

Rate-

Amount 86.92

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity30.49

Rate-

Amount 43.46

M25 grade concrete

Quantity10.96

Rate-

Amount 43.46

M30 grade concrete

Quantity235.37

Rate-

Amount 43.46

Bituminous Macadam

Quantity9.65

Rate-

Amount 43.46

Premix carpet

Quantity4.6

Rate-

Amount 43.46

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.29

Rate-

Amount 43.46

M25 grade concrete

Quantity5.48

Rate-

Amount 43.46

M30 grade concrete

Quantity117.69

Rate-

Amount 43.46

Bituminous Macadam

Quantity2.41

Rate-

Amount 43.46

Seal coat

Quantity1.02

Rate-

Amount 43.46

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.29

Rate-

Amount 28.14

M25 grade concrete

Quantity5.48

Rate-

Amount 28.14

M30 grade concrete

Quantity117.69

Rate-

Amount 28.14

Bituminous Macadam

Quantity2.41

Rate-

Amount 28.14

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity10.48

Rate-

Amount 113.28

M25 grade concrete

Quantity4.92

Rate-

Amount 113.28

M30 grade concrete

Quantity112.45

Rate-

Amount 113.28

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity12.2

Rate-

Amount 113.28

M25 grade concrete

Quantity7.43

Rate-

Amount 113.28

M30 grade concrete

Quantity185.68

Rate-

Amount 113.28

Loading steel and stacking

Quantity42.16

Rate-

Amount 123.81

Unloading steel and stacking

Quantity42.16

Rate-

Amount 123.81

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 131.73

Premix carpet

Quantity0.25

Rate-

Amount 131.73

Seal coat

Quantity0.12

Rate-

Amount 131.73

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 117.82

Premix carpet

Quantity0.25

Rate-

Amount 117.82

Seal coat

Quantity0.12

Rate-

Amount 117.82

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 125 Km

Quantity15981.99

Rate-

Amount 4.16

b) Stone Aggregates lead distance 90 Km

Quantity26288.82

Rate-

Amount 4.16

c) Sand lead distance 90 Km

Quantity13040.56

Rate-

Amount 4.16

d) Steel lead distance 125 Km

Quantity5269.9

Rate-

Amount 4.16

e) Bitumen lead distance 125 Km

Quantity122.33

Rate-

Amount 4.16

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 15 Km

Quantity1081.88

Rate-

Amount 5

c) Sand lead distance 15 Km

Quantity656.18

Rate-

Amount 5

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

GST 12% on Civil Works

Quantity1

Rate-

Amount 761863

Labour Cess 1%

Quantity1

Rate-

Amount 71107

GST on Steel parts 18%

Quantity1

Rate-

Amount 1470175

Labour Cess 1%

Quantity1

Rate-

Amount 96378

Construction of 15 Mtr Span Steel Bridge (Bailey) over Rimit Khola in North Sikkim.

Quantity-

Rate-

Amount -

(ii) Excavation in Hilly Areas in Soil by mechanical means.

Quantity-

Rate-

Amount -

Quantity630

Rate-

Amount 282.69

Construction of Embankment with material obtained from Roadway cutting

Quantity-

Rate-

Amount -

Quantity72

Rate-

Amount 114.8

Compacting Original Ground.

Quantity-

Rate-

Amount -

(ii) Compacting original ground supporting subgrade.

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity180

Rate-

Amount 40.63

Granular Sub-Base with well graded material (Table 400.1)

Quantity-

Rate-

Amount -

(A) By Mix in Place Method.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(i) For Grading I Material.

Quantity22.5

Rate-

Amount 1353.68

Water Bound Macadam with Crushable Screenings

Quantity-

Rate-

Amount -

(2) WBM Grading 2

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity13.5

Rate-

Amount 1992.51

(3) WBM Grading 3

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity13.5

Rate-

Amount 2061.95

Prime Coat

Quantity-

Rate-

Amount -

(i) Low porosity

Quantity-

Rate-

Amount -

Quantity138.75

Rate-

Amount 36.08

Tack Coat

Quantity-

Rate-

Amount -

Quantity138.75

Rate-

Amount 12.28

20mm thick Open-Graded Premix Carpet

Quantity-

Rate-

Amount -

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Quantity-

Rate-

Amount -

By Manual Means

Quantity138.75

Rate-

Amount 138.88

Seal Coat

Quantity-

Rate-

Amount -

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

Type B(ii) Bitumen (S-65)

Quantity138.75

Rate-

Amount 43.26

Construction of earthen shoulder.

Quantity-

Rate-

Amount -

Quantity13.61

Rate-

Amount 224.53

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity63.43

Rate-

Amount 86.92

ii) Loading of sand

Quantity9.46

Rate-

Amount 43.46

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity63.43

Rate-

Amount 43.46

iii) Unloading of sand

Quantity9.46

Rate-

Amount 28.14

Loading and unloading of Bitumen drums by manual means including a lead upto 30m

Quantity-

Rate-

Amount -

i) Loading of Bitumen drums by manual means including a lead upto 30m

Quantity0.62

Rate-

Amount 131.73

ii) Unloading of Bitumen drums by manual means including a lead upto 30m

Quantity0.62

Rate-

Amount 117.82

Haulage excluding Loading and Unloading

Quantity-

Rate-

Amount -

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

a) Sand lead distance 90 Km

Quantity1530

Rate-

Amount 4.16

b) Aggregates ad distance 90 Km

Quantity9900

Rate-

Amount 4.16

c) Bitumen ad distance 125 Km

Quantity77.78

Rate-

Amount 4.16

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity255

Rate-

Amount 5

b) Aggregates lead distance 15 Km

Quantity1650

Rate-

Amount 5

c) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity546.7

Rate-

Amount 282.69

3 m to 6 m depth

Quantity81.43

Rate-

Amount 335.69

Ordinary rock

Quantity364.47

Rate-

Amount 353.36

Hard rock (requiring blasting)

Quantity54.28

Rate-

Amount 625.68

Hard rock (blasting prohibited)

Quantity-

Rate-

Amount -

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Quantity-

Rate-

Amount -

P.C.C grade M 15 (Nominal mix 1:2.5:5)

Quantity19.42

Rate-

Amount 4408.54

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

P.C.C grade M 15

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity16.19

Rate-

Amount 4408.54

R.C.C. grade M 30

Quantity84.32

Rate-

Amount 6863.97

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity10.96

Rate-

Amount 71587.68

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity-

Rate-

Amount -

For height upto 5 m

Quantity-

Rate-

Amount -

R.C.C. grade M30

Quantity53.28

Rate-

Amount 6863.97

For height 5 to 10 m

Quantity39.96

Rate-

Amount 6863.97

For height above 10 m

Quantity39.96

Rate-

Amount 6863.97

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity17.32

Rate-

Amount 71587.68

Quantity156

Rate-

Amount 331.67

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Quantity-

Rate-

Amount -

Granular material

Quantity265.41

Rate-

Amount 1118.55

Quantity43.85

Rate-

Amount 1044.7

Quantity620

Rate-

Amount 393

Quantity-

Rate-

Amount -

Super Structure

Quantity-

Rate-

Amount -

Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification

Quantity15

Rate-

Amount 364975

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity3.83

Rate-

Amount 4341.32

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity12.18

Rate-

Amount 5735.36

Quantity13

Rate-

Amount 12095.88

Filler Joint

Quantity-

Rate-

Amount -

Quantity11.6

Rate-

Amount 6449.43

River Bank Protection Work

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall

Quantity-

Rate-

Amount -

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity31.55

Rate-

Amount 86.92

M25 grade concrete

Quantity10.96

Rate-

Amount 86.92

M30 grade concrete

Quantity239.28

Rate-

Amount 86.92

Bituminous Macadam

Quantity9.65

Rate-

Amount 86.92

Premix carpet

Quantity4.6

Rate-

Amount 86.92

Seal coat

Quantity1.02

Rate-

Amount 86.92

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity31.55

Rate-

Amount 43.46

M25 grade concrete

Quantity10.96

Rate-

Amount 43.46

M30 grade concrete

Quantity239.28

Rate-

Amount 43.46

Bituminous Macadam

Quantity9.65

Rate-

Amount 43.46

Premix carpet

Quantity4.6

Rate-

Amount 43.46

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.93

Rate-

Amount 43.46

M25 grade concrete

Quantity5.48

Rate-

Amount 43.46

M30 grade concrete

Quantity119.64

Rate-

Amount 43.46

Bituminous Macadam

Quantity2.41

Rate-

Amount 43.46

Seal coat

Quantity1.02

Rate-

Amount 43.46

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.93

Rate-

Amount 28.14

M25 grade concrete

Quantity5.48

Rate-

Amount 28.14

M30 grade concrete

Quantity119.64

Rate-

Amount 28.14

Bituminous Macadam

Quantity2.41

Rate-

Amount 28.14

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity10.85

Rate-

Amount 113.28

M25 grade concrete

Quantity4.92

Rate-

Amount 113.28

M30 grade concrete

Quantity114.32

Rate-

Amount 113.28

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity12.62

Rate-

Amount 113.28

M25 grade concrete

Quantity7.43

Rate-

Amount 113.28

M30 grade concrete

Quantity188.76

Rate-

Amount 113.28

Loading steel and stacking

Quantity36.04

Rate-

Amount 123.81

Unloading steel and stacking

Quantity36.04

Rate-

Amount 123.81

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 131.73

Premix carpet

Quantity0.25

Rate-

Amount 131.73

Seal coat

Quantity0.12

Rate-

Amount 131.73

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 117.82

Premix carpet

Quantity0.25

Rate-

Amount 117.82

Seal coat

Quantity0.12

Rate-

Amount 117.82

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 125 Km

Quantity16261.09

Rate-

Amount 4.16

b) Stone Aggregates lead distance 90 Km

Quantity26736.23

Rate-

Amount 4.16

c) Sand lead distance 90 Km

Quantity13273.83

Rate-

Amount 4.16

d) Steel lead distance 125 Km

Quantity4504.6

Rate-

Amount 4.16

e) Bitumen lead distance 125 Km

Quantity122.33

Rate-

Amount 4.16

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 15 Km

Quantity1109.61

Rate-

Amount 5

c) Sand lead distance 15 Km

Quantity673.77

Rate-

Amount 5

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

GST 12% on Civil Works

Quantity1

Rate-

Amount 685808

Labour Cess 1%

Quantity1

Rate-

Amount 64009

GST on Steel parts 18%

Quantity1

Rate-

Amount 985433

Labour Cess 1%

Quantity1

Rate-

Amount 64601

30 Mtr span steel bridge (Composite) over Muo Thung Khola

Quantity-

Rate-

Amount -

(ii) Excavation in Hilly Areas in Soil by mechanical means.

Quantity-

Rate-

Amount -

Quantity2100

Rate-

Amount 282.69

Construction of Embankment with material obtained from Roadway cutting

Quantity-

Rate-

Amount -

Quantity180

Rate-

Amount 114.8

Compacting Original Ground.

Quantity-

Rate-

Amount -

(ii) Compacting original ground supporting subgrade.

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity600

Rate-

Amount 40.63

Granular Sub-Base with well graded material (Table 400.1)

Quantity-

Rate-

Amount -

(A) By Mix in Place Method.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(i) For Grading I Material.

Quantity75

Rate-

Amount 1353.68

Water Bound Macadam with Crushable Screenings

Quantity-

Rate-

Amount -

(2) WBM Grading 2

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity45

Rate-

Amount 1992.51

(3) WBM Grading 3

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity45

Rate-

Amount 2061.95

Prime Coat

Quantity-

Rate-

Amount -

(i) Low porosity

Quantity-

Rate-

Amount -

Quantity462.5

Rate-

Amount 36.08

Tack Coat

Quantity-

Rate-

Amount -

Quantity462.5

Rate-

Amount 12.28

20mm thick Open-Graded Premix Carpet

Quantity-

Rate-

Amount -

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Quantity-

Rate-

Amount -

By Manual Means

Quantity462.5

Rate-

Amount 138.88

Seal Coat

Quantity-

Rate-

Amount -

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

Type B(ii) Bitumen (S-65)

Quantity462.5

Rate-

Amount 43.26

Construction of earthen shoulder.

Quantity-

Rate-

Amount -

Quantity45.38

Rate-

Amount 224.53

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity211.44

Rate-

Amount 86.92

ii) Loading of sand

Quantity31.53

Rate-

Amount 43.46

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity211.44

Rate-

Amount 43.46

iii) Unloading of sand

Quantity31.53

Rate-

Amount 28.14

Loading and unloading of Bitumen drums by manual means including a lead upto 30m

Quantity-

Rate-

Amount -

i) Loading of Bitumen drums by manual means including a lead upto 30m

Quantity2.07

Rate-

Amount 131.73

ii) Unloading of Bitumen drums by manual means including a lead upto 30m

Quantity2.07

Rate-

Amount 117.82

Haulage excluding Loading and Unloading

Quantity-

Rate-

Amount -

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

a) Sand lead distance 100 Km

Quantity5800

Rate-

Amount 4.16

b) Aggregates ad distance 100 Km

Quantity36800

Rate-

Amount 4.16

c) Bitumen ad distance 175 Km

Quantity362.99

Rate-

Amount 4.16

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15Km

Quantity870

Rate-

Amount 5

b) Aggregates lead distance 15 Km

Quantity5520

Rate-

Amount 5

c) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.

Quantity-

Rate-

Amount -

I. Ordinary soil (upto 3m depth)

Quantity364.05

Rate-

Amount 282.69

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.

Quantity-

Rate-

Amount -

I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing)

Quantity36.47

Rate-

Amount 4342.22

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Quantity-

Rate-

Amount -

II. Course rubble masonry (2nd sort)

Quantity645.96

Rate-

Amount 3781.05

Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8

Quantity325.2

Rate-

Amount 1044.7

Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4

Quantity-

Rate-

Amount -

I. Random rubble masonry

Quantity8.89

Rate-

Amount 3485.44

Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204

Quantity87.71

Rate-

Amount 149.79

Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11

Quantity81.5

Rate-

Amount 292.74

Loading and unloading by manual means

Quantity-

Rate-

Amount -

i) Loading of masonry stone

Quantity759.78

Rate-

Amount 86.92

i) Loading of aggregates

Quantity429.22

Rate-

Amount 86.92

ii) Loading of sand

Quantity248.94

Rate-

Amount 43.46

Loading and unloading by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of masonry stone

Quantity759.78

Rate-

Amount 43.46

iii) Unloading of aggregates

Quantity429.22

Rate-

Amount 43.46

iii) Unloading of sand

Quantity248.94

Rate-

Amount 28.14

Loading and unloading of cement by manual means

Quantity-

Rate-

Amount -

i) Loading of cement

Quantity121.7

Rate-

Amount 113.28

ii) Unloading of cement

Quantity121.7

Rate-

Amount 113.28

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

a) Sand lead distance 100 Km

Quantity47800

Rate-

Amount 4.16

b) Aggregates lead distance 100 Km

Quantity74600

Rate-

Amount 4.16

c) Cement lead distance 100 Km

Quantity12170

Rate-

Amount 4.16

d) Masonry stone lead distance 30 Km

Quantity38820

Rate-

Amount 4.16

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity7170

Rate-

Amount 5

b) Aggregates lead distance 15 Km

Quantity11190

Rate-

Amount 5

c) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

d) Masonry stone lead distance 6.0Km

Quantity7764

Rate-

Amount 5

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity979.05

Rate-

Amount 282.69

3 m to 6 m depth

Quantity395.59

Rate-

Amount 335.69

Ordinary rock

Quantity652.7

Rate-

Amount 353.36

Hard rock (requiring blasting)

Quantity263.73

Rate-

Amount 625.68

Hard rock (blasting prohibited)

Quantity0.34

Rate-

Amount 645.49

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Quantity-

Rate-

Amount -

P.C.C grade M 15 (Nominal mix 1:2.5:5)

Quantity29.92

Rate-

Amount 4408.54

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

P.C.C grade M 15

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity16.73

Rate-

Amount 4408.54

R.C.C. grade M 30

Quantity102.7

Rate-

Amount 6863.97

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity27.48

Rate-

Amount 71587.68

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity-

Rate-

Amount -

For height upto 5 m

Quantity-

Rate-

Amount -

R.C.C. grade M30

Quantity87.15

Rate-

Amount 6863.97

For height 5 to 10 m

Quantity65.36

Rate-

Amount 6863.97

For height above 10 m

Quantity65.36

Rate-

Amount 6863.97

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity39.22

Rate-

Amount 71587.68

Quantity156

Rate-

Amount 331.67

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Quantity-

Rate-

Amount -

Granular material

Quantity598.69

Rate-

Amount 1118.55

Quantity76.53

Rate-

Amount 1044.7

Quantity620

Rate-

Amount 393

Quantity20480

Rate-

Amount 0.32

Super Structure

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Quantity-

Rate-

Amount -

R.C.C. Grade M 30

Quantity68.83

Rate-

Amount 6863.97

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Quantity8.6

Rate-

Amount 71587.68

Providing steel R.S.Js/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications clause 1205.6

Quantity51.8

Rate-

Amount 111796

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity12

Rate-

Amount 1521.13

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity3.83

Rate-

Amount 4341.32

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity12.18

Rate-

Amount 5735.36

Quantity13

Rate-

Amount 12095.88

Filler Joint

Quantity-

Rate-

Amount -

Quantity11.6

Rate-

Amount 6449.43

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

Quantity11.28

Rate-

Amount 7076.88

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

Quantity-

Rate-

Amount -

(i) Bitumen (S-90)

Quantity225.5

Rate-

Amount 138.88

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

By Manual Means

Quantity-

Rate-

Amount -

Case - II : Type B

Quantity-

Rate-

Amount -

(I) Bitumen (S-90)

Quantity225.5

Rate-

Amount 43.26

River Bank Protection Work

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall

Quantity180

Rate-

Amount 1964.42

Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H

Quantity1

Rate-

Amount 1100622.78

Load Carrying capacity of bridge as guide line of IRC SP 037-2010

Quantity1

Rate-

Amount 163749.61

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity40.38

Rate-

Amount 86.92

M25 grade concrete

Quantity10.96

Rate-

Amount 86.92

M30 grade concrete

Quantity350.46

Rate-

Amount 86.92

Bituminous Macadam

Quantity12.76

Rate-

Amount 86.92

Premix carpet

Quantity6.09

Rate-

Amount 86.92

Seal coat

Quantity1.35

Rate-

Amount 86.92

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity40.38

Rate-

Amount 43.46

M25 grade concrete

Quantity10.96

Rate-

Amount 43.46

M30 grade concrete

Quantity350.46

Rate-

Amount 43.46

Bituminous Macadam

Quantity12.76

Rate-

Amount 43.46

Premix carpet

Quantity6.09

Rate-

Amount 43.46

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity24.23

Rate-

Amount 43.46

M25 grade concrete

Quantity5.48

Rate-

Amount 43.46

M30 grade concrete

Quantity175.23

Rate-

Amount 43.46

Bituminous Macadam

Quantity3.19

Rate-

Amount 43.46

Seal coat

Quantity1.35

Rate-

Amount 43.46

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity24.23

Rate-

Amount 28.14

M25 grade concrete

Quantity5.48

Rate-

Amount 28.14

M30 grade concrete

Quantity175.23

Rate-

Amount 28.14

Bituminous Macadam

Quantity3.19

Rate-

Amount 28.14

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity13.88

Rate-

Amount 113.28

M25 grade concrete

Quantity4.92

Rate-

Amount 113.28

M30 grade concrete

Quantity167.44

Rate-

Amount 113.28

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity16.15

Rate-

Amount 113.28

M25 grade concrete

Quantity7.43

Rate-

Amount 113.28

M30 grade concrete

Quantity276.47

Rate-

Amount 113.28

Loading steel and stacking

Quantity79.06

Rate-

Amount 123.81

Unloading steel and stacking

Quantity79.06

Rate-

Amount 123.81

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.81

Rate-

Amount 131.73

Premix carpet

Quantity0.33

Rate-

Amount 131.73

Seal coat

Quantity0.15

Rate-

Amount 131.73

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.81

Rate-

Amount 117.82

Premix carpet

Quantity0.33

Rate-

Amount 117.82

Seal coat

Quantity0.15

Rate-

Amount 117.82

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 100 Km

Quantity18624.32

Rate-

Amount 4.16

b) Stone Aggregates lead distance 100 Km

Quantity42200.76

Rate-

Amount 4.16

c) Sand lead distance 100 Km

Quantity21643.8

Rate-

Amount 4.16

d) Steel lead distance 100 Km

Quantity7185.22

Rate-

Amount 4.16

e) Bitumen lead distance 175 Km

Quantity226.52

Rate-

Amount 4.16

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 15 Km

Quantity1305.83

Rate-

Amount 5

c) Sand lead distance 15 Km

Quantity820.04

Rate-

Amount 5

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

12 % GST on Civil works

Quantity1

Rate-

Amount 2181035

1 % labour Cess

Quantity1

Rate-

Amount 203563

18 % GST on Steel parts

Quantity1

Rate-

Amount 1042455

1 % labour Cess

Quantity1

Rate-

Amount 68339

Construction of 15 Mtr Span Steel Bridge (Bailey) overMangda Jhora in South Sikkim.

Quantity-

Rate-

Amount -

(ii) Excavation in Hilly Areas in Soil by mechanical means.

Quantity-

Rate-

Amount -

Quantity630

Rate-

Amount 282.69

Construction of Embankment with material obtained from Roadway cutting

Quantity-

Rate-

Amount -

Quantity72

Rate-

Amount 114.8

Compacting Original Ground.

Quantity-

Rate-

Amount -

(ii) Compacting original ground supporting subgrade.

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity180

Rate-

Amount 40.63

Granular Sub-Base with well graded material (Table 400.1)

Quantity-

Rate-

Amount -

(A) By Mix in Place Method.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(i) For Grading I Material.

Quantity22.5

Rate-

Amount 1353.68

Water Bound Macadam with Crushable Screenings

Quantity-

Rate-

Amount -

(2) WBM Grading 2

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity13.5

Rate-

Amount 1992.51

(3) WBM Grading 3

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity13.5

Rate-

Amount 2061.95

Prime Coat

Quantity-

Rate-

Amount -

(i) Low porosity

Quantity-

Rate-

Amount -

Quantity138.75

Rate-

Amount 36.08

Tack Coat

Quantity-

Rate-

Amount -

Quantity138.75

Rate-

Amount 12.28

20mm thick Open-Graded Premix Carpet

Quantity-

Rate-

Amount -

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Quantity-

Rate-

Amount -

By Manual Means

Quantity138.75

Rate-

Amount 138.88

Seal Coat

Quantity-

Rate-

Amount -

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

Type B(ii) Bitumen (S-65)

Quantity138.75

Rate-

Amount 43.26

Construction of earthen shoulder.

Quantity-

Rate-

Amount -

Quantity13.61

Rate-

Amount 224.53

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity63.43

Rate-

Amount 86.92

ii) Loading of sand

Quantity9.46

Rate-

Amount 43.46

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity63.43

Rate-

Amount 43.46

iii) Unloading of sand

Quantity9.46

Rate-

Amount 28.14

Loading and unloading of Bitumen drums by manual means including a lead upto 30m

Quantity-

Rate-

Amount -

i) Loading of Bitumen drums by manual means including a lead upto 30m

Quantity0.62

Rate-

Amount 131.73

ii) Unloading of Bitumen drums by manual means including a lead upto 30m

Quantity0.62

Rate-

Amount 117.82

Haulage excluding Loading and Unloading

Quantity-

Rate-

Amount -

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

a) Sand lead distance 40 Km

Quantity680

Rate-

Amount 4.16

b) Aggregates ad distance 40 Km

Quantity4400

Rate-

Amount 4.16

c) Bitumen ad distance 85 Km

Quantity52.89

Rate-

Amount 4.16

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 10 Km

Quantity170

Rate-

Amount 5

b) Aggregates lead distance 10 Km

Quantity1100

Rate-

Amount 5

c) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity780.95

Rate-

Amount 282.69

3 m to 6 m depth

Quantity237.65

Rate-

Amount 335.69

Ordinary rock

Quantity520.63

Rate-

Amount 353.36

Hard rock (requiring blasting)

Quantity158.43

Rate-

Amount 625.68

Hard rock (blasting prohibited)

Quantity-

Rate-

Amount -

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Quantity-

Rate-

Amount -

P.C.C grade M 15 (Nominal mix 1:2.5:5)

Quantity19.42

Rate-

Amount 4408.54

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

P.C.C grade M 15

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity16.19

Rate-

Amount 4408.54

R.C.C. grade M 30

Quantity84.32

Rate-

Amount 6863.97

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity10.96

Rate-

Amount 71587.68

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity-

Rate-

Amount -

For height upto 5 m

Quantity-

Rate-

Amount -

R.C.C. grade M30

Quantity52.09

Rate-

Amount 6863.97

For height 5 to 10 m

Quantity39.07

Rate-

Amount 6863.97

For height above 10 m

Quantity39.07

Rate-

Amount 6863.97

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity16.93

Rate-

Amount 71587.68

Quantity156

Rate-

Amount 331.67

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Quantity-

Rate-

Amount -

Granular material

Quantity265.41

Rate-

Amount 1118.55

Quantity43.85

Rate-

Amount 1044.7

Quantity340

Rate-

Amount 393

Quantity-

Rate-

Amount -

Super Structure

Quantity-

Rate-

Amount -

Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification

Quantity15

Rate-

Amount 364975

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity3.83

Rate-

Amount 4341.32

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity12.18

Rate-

Amount 5735.36

Quantity13

Rate-

Amount 12095.88

Filler Joint

Quantity-

Rate-

Amount -

Quantity11.6

Rate-

Amount 6449.43

River Bank Protection Work

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall

Quantity-

Rate-

Amount -

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity31.55

Rate-

Amount 86.92

M25 grade concrete

Quantity10.96

Rate-

Amount 86.92

M30 grade concrete

Quantity236.59

Rate-

Amount 86.92

Bituminous Macadam

Quantity9.65

Rate-

Amount 86.92

Premix carpet

Quantity4.6

Rate-

Amount 86.92

Seal coat

Quantity1.02

Rate-

Amount 86.92

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity31.55

Rate-

Amount 43.46

M25 grade concrete

Quantity10.96

Rate-

Amount 43.46

M30 grade concrete

Quantity236.59

Rate-

Amount 43.46

Bituminous Macadam

Quantity9.65

Rate-

Amount 43.46

Premix carpet

Quantity4.6

Rate-

Amount 43.46

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.93

Rate-

Amount 43.46

M25 grade concrete

Quantity5.48

Rate-

Amount 43.46

M30 grade concrete

Quantity118.3

Rate-

Amount 43.46

Bituminous Macadam

Quantity2.41

Rate-

Amount 43.46

Seal coat

Quantity1.02

Rate-

Amount 43.46

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.93

Rate-

Amount 28.14

M25 grade concrete

Quantity5.48

Rate-

Amount 28.14

M30 grade concrete

Quantity118.3

Rate-

Amount 28.14

Bituminous Macadam

Quantity2.41

Rate-

Amount 28.14

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity10.85

Rate-

Amount 113.28

M25 grade concrete

Quantity4.92

Rate-

Amount 113.28

M30 grade concrete

Quantity113.04

Rate-

Amount 113.28

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity12.62

Rate-

Amount 113.28

M25 grade concrete

Quantity7.43

Rate-

Amount 113.28

M30 grade concrete

Quantity186.65

Rate-

Amount 113.28

Loading steel and stacking

Quantity35.63

Rate-

Amount 123.81

Unloading steel and stacking

Quantity35.63

Rate-

Amount 123.81

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 131.73

Premix carpet

Quantity0.25

Rate-

Amount 131.73

Seal coat

Quantity0.12

Rate-

Amount 131.73

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 117.82

Premix carpet

Quantity0.25

Rate-

Amount 117.82

Seal coat

Quantity0.12

Rate-

Amount 117.82

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 85 Km

Quantity10948.5

Rate-

Amount 4.16

b) Stone Aggregates lead distance 40 Km

Quantity11775.38

Rate-

Amount 4.16

c) Sand lead distance 40 Km

Quantity5845.78

Rate-

Amount 4.16

d) Steel lead distance 85 Km

Quantity3028.52

Rate-

Amount 4.16

e) Bitumen lead distance 85 Km

Quantity83.19

Rate-

Amount 4.16

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 10 Km

Quantity739.74

Rate-

Amount 5

c) Sand lead distance 10 Km

Quantity449.18

Rate-

Amount 5

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

GST 12% on Civil Works

Quantity1

Rate-

Amount 676882

Labour Cess 1%

Quantity1

Rate-

Amount 63176

GST on Steel parts 18%

Quantity1

Rate-

Amount 985433

Labour Cess 1%

Quantity1

Rate-

Amount 64601

Construction of 20 Mtr Span Steel Bridge (Bailey) over Salam Jhora in South Sikkim.

Quantity-

Rate-

Amount -

(ii) Excavation in Hilly Areas in Soil by mechanical means.

Quantity-

Rate-

Amount -

Quantity1050

Rate-

Amount 282.69

Construction of Embankment with material obtained from Roadway cutting

Quantity-

Rate-

Amount -

Quantity180

Rate-

Amount 114.8

Compacting Original Ground.

Quantity-

Rate-

Amount -

(ii) Compacting original ground supporting subgrade.

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity300

Rate-

Amount 40.63

Granular Sub-Base with well graded material (Table 400.1)

Quantity-

Rate-

Amount -

(A) By Mix in Place Method.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(i) For Grading I Material.

Quantity37.5

Rate-

Amount 1353.68

Water Bound Macadam with Crushable Screenings

Quantity-

Rate-

Amount -

(2) WBM Grading 2

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity22.5

Rate-

Amount 1992.51

(3) WBM Grading 3

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity22.5

Rate-

Amount 2061.95

Prime Coat

Quantity-

Rate-

Amount -

(i) Low porosity

Quantity-

Rate-

Amount -

Quantity231.25

Rate-

Amount 36.08

Tack Coat

Quantity-

Rate-

Amount -

Quantity231.25

Rate-

Amount 12.28

20mm thick Open-Graded Premix Carpet

Quantity-

Rate-

Amount -

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Quantity-

Rate-

Amount -

By Manual Means

Quantity231.25

Rate-

Amount 138.88

Seal Coat

Quantity-

Rate-

Amount -

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

Type B(ii) Bitumen (S-65)

Quantity231.25

Rate-

Amount 43.26

Construction of earthen shoulder.

Quantity-

Rate-

Amount -

Quantity22.69

Rate-

Amount 224.53

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity105.72

Rate-

Amount 86.92

ii) Loading of sand

Quantity15.76

Rate-

Amount 43.46

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity105.72

Rate-

Amount 43.46

iii) Unloading of sand

Quantity15.76

Rate-

Amount 28.14

Loading and unloading of Bitumen drums by manual means including a lead upto 30m

Quantity-

Rate-

Amount -

i) Loading of Bitumen drums by manual means including a lead upto 30m

Quantity1.04

Rate-

Amount 131.73

ii) Unloading of Bitumen drums by manual means including a lead upto 30m

Quantity1.04

Rate-

Amount 117.82

Haulage excluding Loading and Unloading

Quantity-

Rate-

Amount -

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

a) Sand lead distance 50 Km

Quantity1450

Rate-

Amount 4.16

b) Aggregates ad distance 50 Km

Quantity9200

Rate-

Amount 4.16

c) Bitumen ad distance 95 Km

Quantity98.53

Rate-

Amount 4.16

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity435

Rate-

Amount 5

b) Aggregates lead distance 15 Km

Quantity2760

Rate-

Amount 5

c) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity675

Rate-

Amount 282.69

3 m to 6 m depth

Quantity163.63

Rate-

Amount 335.69

Ordinary rock

Quantity450

Rate-

Amount 353.36

Hard rock (requiring blasting)

Quantity109.09

Rate-

Amount 625.68

Hard rock (blasting prohibited)

Quantity-

Rate-

Amount -

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Quantity-

Rate-

Amount -

P.C.C grade M 15 (Nominal mix 1:2.5:5)

Quantity18.34

Rate-

Amount 4408.54

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

P.C.C grade M 15

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity15.94

Rate-

Amount 4408.54

R.C.C. grade M 30

Quantity82.96

Rate-

Amount 6863.97

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity13.27

Rate-

Amount 71587.68

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity-

Rate-

Amount -

For height upto 5 m

Quantity-

Rate-

Amount -

R.C.C. grade M30

Quantity52.09

Rate-

Amount 6863.97

For height 5 to 10 m

Quantity39.07

Rate-

Amount 6863.97

For height above 10 m

Quantity39.07

Rate-

Amount 6863.97

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity20.84

Rate-

Amount 71587.68

Quantity156

Rate-

Amount 331.67

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Quantity-

Rate-

Amount -

Granular material

Quantity260.83

Rate-

Amount 1118.55

Quantity43.09

Rate-

Amount 1044.7

Quantity428

Rate-

Amount 393

Quantity-

Rate-

Amount -

Super Structure

Quantity-

Rate-

Amount -

Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification

Quantity20

Rate-

Amount 408382

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity3.83

Rate-

Amount 4341.32

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity12.18

Rate-

Amount 5735.36

Quantity13

Rate-

Amount 12095.88

Filler Joint

Quantity-

Rate-

Amount -

Quantity11.6

Rate-

Amount 6449.43

River Bank Protection Work

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall

Quantity-

Rate-

Amount -

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity30.49

Rate-

Amount 86.92

M25 grade concrete

Quantity10.96

Rate-

Amount 86.92

M30 grade concrete

Quantity235.37

Rate-

Amount 86.92

Bituminous Macadam

Quantity9.65

Rate-

Amount 86.92

Premix carpet

Quantity4.6

Rate-

Amount 86.92

Seal coat

Quantity1.02

Rate-

Amount 86.92

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity30.49

Rate-

Amount 43.46

M25 grade concrete

Quantity10.96

Rate-

Amount 43.46

M30 grade concrete

Quantity235.37

Rate-

Amount 43.46

Bituminous Macadam

Quantity9.65

Rate-

Amount 43.46

Premix carpet

Quantity4.6

Rate-

Amount 43.46

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.29

Rate-

Amount 43.46

M25 grade concrete

Quantity5.48

Rate-

Amount 43.46

M30 grade concrete

Quantity117.69

Rate-

Amount 43.46

Bituminous Macadam

Quantity2.41

Rate-

Amount 43.46

Seal coat

Quantity1.02

Rate-

Amount 43.46

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.29

Rate-

Amount 28.14

M25 grade concrete

Quantity5.48

Rate-

Amount 28.14

M30 grade concrete

Quantity117.69

Rate-

Amount 28.14

Bituminous Macadam

Quantity2.41

Rate-

Amount 28.14

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity10.48

Rate-

Amount 113.28

M25 grade concrete

Quantity4.92

Rate-

Amount 113.28

M30 grade concrete

Quantity112.45

Rate-

Amount 113.28

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity12.2

Rate-

Amount 113.28

M25 grade concrete

Quantity7.43

Rate-

Amount 113.28

M30 grade concrete

Quantity185.68

Rate-

Amount 113.28

Loading steel and stacking

Quantity42.16

Rate-

Amount 123.81

Unloading steel and stacking

Quantity42.16

Rate-

Amount 123.81

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 131.73

Premix carpet

Quantity0.25

Rate-

Amount 131.73

Seal coat

Quantity0.12

Rate-

Amount 131.73

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 117.82

Premix carpet

Quantity0.25

Rate-

Amount 117.82

Seal coat

Quantity0.12

Rate-

Amount 117.82

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 95 Km

Quantity12146.31

Rate-

Amount 4.16

b) Stone Aggregates lead distance 50 Km

Quantity14604.9

Rate-

Amount 4.16

c) Sand lead distance 50 Km

Quantity7244.75

Rate-

Amount 4.16

d) Steel lead distance 95 Km

Quantity4005.12

Rate-

Amount 4.16

e) Bitumen lead distance 95 Km

Quantity92.97

Rate-

Amount 4.16

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 15 Km

Quantity1081.88

Rate-

Amount 5

c) Sand lead distance 15 Km

Quantity656.18

Rate-

Amount 5

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

GST 12% on Civil Works

Quantity1

Rate-

Amount 752918

Labour Cess 1%

Quantity1

Rate-

Amount 70272

GST on Steel parts 18%

Quantity1

Rate-

Amount 1470175

Labour Cess 1%

Quantity1

Rate-

Amount 96378

Construction of 20 Mtr Span Steel Bridge (Bailey) over Andheri khola in West Sikkim.

Quantity-

Rate-

Amount -

(ii) Excavation in Hilly Areas in Soil by mechanical means.

Quantity-

Rate-

Amount -

Quantity1050

Rate-

Amount 282.69

Construction of Embankment with material obtained from Roadway cutting

Quantity-

Rate-

Amount -

Quantity180

Rate-

Amount 114.8

Compacting Original Ground.

Quantity-

Rate-

Amount -

(ii) Compacting original ground supporting subgrade.

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity300

Rate-

Amount 40.63

Granular Sub-Base with well graded material (Table 400.1)

Quantity-

Rate-

Amount -

(A) By Mix in Place Method.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(i) For Grading I Material.

Quantity37.5

Rate-

Amount 1353.68

Water Bound Macadam with Crushable Screenings

Quantity-

Rate-

Amount -

(2) WBM Grading 2

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity22.5

Rate-

Amount 1992.51

(3) WBM Grading 3

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity22.5

Rate-

Amount 2061.95

Prime Coat

Quantity-

Rate-

Amount -

(i) Low porosity

Quantity-

Rate-

Amount -

Quantity231.25

Rate-

Amount 36.08

Tack Coat

Quantity-

Rate-

Amount -

Quantity231.25

Rate-

Amount 12.28

20mm thick Open-Graded Premix Carpet

Quantity-

Rate-

Amount -

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Quantity-

Rate-

Amount -

By Manual Means

Quantity231.25

Rate-

Amount 138.88

Seal Coat

Quantity-

Rate-

Amount -

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

Type B(ii) Bitumen (S-65)

Quantity231.25

Rate-

Amount 43.26

Construction of earthen shoulder.

Quantity-

Rate-

Amount -

Quantity22.69

Rate-

Amount 224.53

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity105.72

Rate-

Amount 86.92

ii) Loading of sand

Quantity15.76

Rate-

Amount 43.46

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity105.72

Rate-

Amount 43.46

iii) Unloading of sand

Quantity15.76

Rate-

Amount 28.14

Loading and unloading of Bitumen drums by manual means including a lead upto 30m

Quantity-

Rate-

Amount -

i) Loading of Bitumen drums by manual means including a lead upto 30m

Quantity1.04

Rate-

Amount 131.73

ii) Unloading of Bitumen drums by manual means including a lead upto 30m

Quantity1.04

Rate-

Amount 117.82

Haulage excluding Loading and Unloading

Quantity-

Rate-

Amount -

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

a) Sand lead distance 90 Km

Quantity2610

Rate-

Amount 4.16

b) Aggregates ad distance 90 Km

Quantity16560

Rate-

Amount 4.16

c) Bitumen ad distance 125 Km

Quantity129.64

Rate-

Amount 4.16

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity435

Rate-

Amount 5

b) Aggregates lead distance 15 Km

Quantity2760

Rate-

Amount 5

c) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity557.27

Rate-

Amount 282.69

3 m to 6 m depth

Quantity89.24

Rate-

Amount 335.69

Ordinary rock

Quantity371.52

Rate-

Amount 353.36

Hard rock (requiring blasting)

Quantity59.49

Rate-

Amount 625.68

Hard rock (blasting prohibited)

Quantity-

Rate-

Amount -

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Quantity-

Rate-

Amount -

P.C.C grade M 15 (Nominal mix 1:2.5:5)

Quantity18.34

Rate-

Amount 4408.54

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

P.C.C grade M 15

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity15.94

Rate-

Amount 4408.54

R.C.C. grade M 30

Quantity82.96

Rate-

Amount 6863.97

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity13.27

Rate-

Amount 71587.68

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity-

Rate-

Amount -

For height upto 5 m

Quantity-

Rate-

Amount -

R.C.C. grade M30

Quantity53.28

Rate-

Amount 6863.97

For height 5 to 10 m

Quantity39.96

Rate-

Amount 6863.97

For height above 10 m

Quantity39.96

Rate-

Amount 6863.97

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity21.31

Rate-

Amount 71587.68

Quantity156

Rate-

Amount 331.67

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Quantity-

Rate-

Amount -

Granular material

Quantity260.83

Rate-

Amount 1118.55

Quantity43.09

Rate-

Amount 1044.7

Quantity428

Rate-

Amount 393

Quantity-

Rate-

Amount -

Super Structure

Quantity-

Rate-

Amount -

Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification

Quantity20

Rate-

Amount 408382

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity3.83

Rate-

Amount 4341.32

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity12.18

Rate-

Amount 5735.36

Quantity13

Rate-

Amount 12095.88

Filler Joint

Quantity-

Rate-

Amount -

Quantity11.6

Rate-

Amount 6449.43

River Bank Protection Work

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall

Quantity-

Rate-

Amount -

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity30.49

Rate-

Amount 86.92

M25 grade concrete

Quantity10.96

Rate-

Amount 86.92

M30 grade concrete

Quantity238.05

Rate-

Amount 86.92

Bituminous Macadam

Quantity9.65

Rate-

Amount 86.92

Premix carpet

Quantity4.6

Rate-

Amount 86.92

Seal coat

Quantity1.02

Rate-

Amount 86.92

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity30.49

Rate-

Amount 43.46

M25 grade concrete

Quantity10.96

Rate-

Amount 43.46

M30 grade concrete

Quantity238.05

Rate-

Amount 43.46

Bituminous Macadam

Quantity9.65

Rate-

Amount 43.46

Premix carpet

Quantity4.6

Rate-

Amount 43.46

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.29

Rate-

Amount 43.46

M25 grade concrete

Quantity5.48

Rate-

Amount 43.46

M30 grade concrete

Quantity119.03

Rate-

Amount 43.46

Bituminous Macadam

Quantity2.41

Rate-

Amount 43.46

Seal coat

Quantity1.02

Rate-

Amount 43.46

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.29

Rate-

Amount 28.14

M25 grade concrete

Quantity5.48

Rate-

Amount 28.14

M30 grade concrete

Quantity119.03

Rate-

Amount 28.14

Bituminous Macadam

Quantity2.41

Rate-

Amount 28.14

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity10.48

Rate-

Amount 113.28

M25 grade concrete

Quantity4.92

Rate-

Amount 113.28

M30 grade concrete

Quantity113.74

Rate-

Amount 113.28

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity12.2

Rate-

Amount 113.28

M25 grade concrete

Quantity7.43

Rate-

Amount 113.28

M30 grade concrete

Quantity187.8

Rate-

Amount 113.28

Loading steel and stacking

Quantity42.66

Rate-

Amount 123.81

Unloading steel and stacking

Quantity42.66

Rate-

Amount 123.81

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 131.73

Premix carpet

Quantity0.25

Rate-

Amount 131.73

Seal coat

Quantity0.12

Rate-

Amount 131.73

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 117.82

Premix carpet

Quantity0.25

Rate-

Amount 117.82

Seal coat

Quantity0.12

Rate-

Amount 117.82

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 120 Km

Quantity16142.34

Rate-

Amount 4.16

b) Stone Aggregates lead distance 85 Km

Quantity26530.46

Rate-

Amount 4.16

c) Sand lead distance 85 Km

Quantity13161.38

Rate-

Amount 4.16

d) Steel lead distance 120 Km

Quantity5332.54

Rate-

Amount 4.16

e) Bitumen lead distance 120 Km

Quantity122.33

Rate-

Amount 4.16

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 15 Km

Quantity1081.88

Rate-

Amount 5

c) Sand lead distance 15 Km

Quantity656.18

Rate-

Amount 5

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

GST 12% on Civil Works

Quantity1

Rate-

Amount 761392

Labour Cess 1%

Quantity1

Rate-

Amount 71063

GST on Steel parts 18%

Quantity1

Rate-

Amount 1470175

Labour Cess 1%

Quantity1

Rate-

Amount 96378

Construction of 30 Mtr Span Steel Bridge (Bailey) over Dantey khola in West Sikkim.

Quantity-

Rate-

Amount -

(ii) Excavation in Hilly Areas in Soil by mechanical means.

Quantity-

Rate-

Amount -

Quantity2100

Rate-

Amount 282.69

Construction of Embankment with material obtained from Roadway cutting

Quantity-

Rate-

Amount -

Quantity180

Rate-

Amount 114.8

Compacting Original Ground.

Quantity-

Rate-

Amount -

(ii) Compacting original ground supporting subgrade.

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity600

Rate-

Amount 40.63

Granular Sub-Base with well graded material (Table 400.1)

Quantity-

Rate-

Amount -

(A) By Mix in Place Method.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(i) For Grading I Material.

Quantity75

Rate-

Amount 1353.68

Water Bound Macadam with Crushable Screenings

Quantity-

Rate-

Amount -

(2) WBM Grading 2

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity45

Rate-

Amount 1992.51

(3) WBM Grading 3

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity45

Rate-

Amount 2061.95

Prime Coat

Quantity-

Rate-

Amount -

(i) Low porosity

Quantity-

Rate-

Amount -

Quantity462.5

Rate-

Amount 36.08

Tack Coat

Quantity-

Rate-

Amount -

Quantity462.5

Rate-

Amount 12.28

20mm thick Open-Graded Premix Carpet

Quantity-

Rate-

Amount -

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Quantity-

Rate-

Amount -

By Manual Means

Quantity462.5

Rate-

Amount 138.88

Seal Coat

Quantity-

Rate-

Amount -

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

Type B(ii) Bitumen (S-65)

Quantity462.5

Rate-

Amount 43.26

Construction of earthen shoulder.

Quantity-

Rate-

Amount -

Quantity45.38

Rate-

Amount 224.53

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity211.44

Rate-

Amount 86.92

ii) Loading of sand

Quantity31.53

Rate-

Amount 43.46

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity211.44

Rate-

Amount 43.46

iii) Unloading of sand

Quantity31.53

Rate-

Amount 28.14

Loading and unloading of Bitumen drums by manual means including a lead upto 30m

Quantity-

Rate-

Amount -

i) Loading of Bitumen drums by manual means including a lead upto 30m

Quantity2.07

Rate-

Amount 131.73

ii) Unloading of Bitumen drums by manual means including a lead upto 30m

Quantity2.07

Rate-

Amount 117.82

Haulage excluding Loading and Unloading

Quantity-

Rate-

Amount -

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

a) Sand lead distance 90 Km

Quantity5220

Rate-

Amount 4.16

b) Aggregates ad distance 90 Km

Quantity33120

Rate-

Amount 4.16

c) Bitumen ad distance 125 Km

Quantity259.28

Rate-

Amount 4.16

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity870

Rate-

Amount 5

b) Aggregates lead distance 15 Km

Quantity5520

Rate-

Amount 5

c) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity456.57

Rate-

Amount 282.69

3 m to 6 m depth

Quantity29.24

Rate-

Amount 335.69

Ordinary rock

Quantity304.38

Rate-

Amount 353.36

Hard rock (requiring blasting)

Quantity19.49

Rate-

Amount 625.68

Hard rock (blasting prohibited)

Quantity-

Rate-

Amount -

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Quantity-

Rate-

Amount -

P.C.C grade M 15 (Nominal mix 1:2.5:5)

Quantity21.58

Rate-

Amount 4408.54

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

P.C.C grade M 15

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity16.68

Rate-

Amount 4408.54

R.C.C. grade M 30

Quantity87.04

Rate-

Amount 6863.97

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity10.88

Rate-

Amount 71587.68

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity-

Rate-

Amount -

For height upto 5 m

Quantity-

Rate-

Amount -

R.C.C. grade M30

Quantity41.04

Rate-

Amount 6863.97

For height 5 to 10 m

Quantity30.78

Rate-

Amount 6863.97

For height above 10 m

Quantity30.78

Rate-

Amount 6863.97

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity12.82

Rate-

Amount 71587.68

Quantity72

Rate-

Amount 331.67

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Quantity-

Rate-

Amount -

Granular material

Quantity243.84

Rate-

Amount 1118.55

Quantity39.6

Rate-

Amount 1044.7

Quantity620

Rate-

Amount 393

Quantity-

Rate-

Amount -

Super Structure

Quantity-

Rate-

Amount -

Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification

Quantity30

Rate-

Amount 428748

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity3.83

Rate-

Amount 4341.32

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity12.18

Rate-

Amount 5735.36

Quantity13

Rate-

Amount 12095.88

Filler Joint

Quantity-

Rate-

Amount -

Quantity11.6

Rate-

Amount 6449.43

River Bank Protection Work

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall

Quantity40

Rate-

Amount 1964.42

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity33.68

Rate-

Amount 86.92

M25 grade concrete

Quantity10.96

Rate-

Amount 86.92

M30 grade concrete

Quantity214.17

Rate-

Amount 86.92

Bituminous Macadam

Quantity9.65

Rate-

Amount 86.92

Premix carpet

Quantity4.6

Rate-

Amount 86.92

Seal coat

Quantity1.02

Rate-

Amount 86.92

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity33.68

Rate-

Amount 43.46

M25 grade concrete

Quantity10.96

Rate-

Amount 43.46

M30 grade concrete

Quantity214.17

Rate-

Amount 43.46

Bituminous Macadam

Quantity9.65

Rate-

Amount 43.46

Premix carpet

Quantity4.6

Rate-

Amount 43.46

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity20.21

Rate-

Amount 43.46

M25 grade concrete

Quantity5.48

Rate-

Amount 43.46

M30 grade concrete

Quantity107.09

Rate-

Amount 43.46

Bituminous Macadam

Quantity2.41

Rate-

Amount 43.46

Seal coat

Quantity1.02

Rate-

Amount 43.46

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity20.21

Rate-

Amount 28.14

M25 grade concrete

Quantity5.48

Rate-

Amount 28.14

M30 grade concrete

Quantity107.09

Rate-

Amount 28.14

Bituminous Macadam

Quantity2.41

Rate-

Amount 28.14

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity11.58

Rate-

Amount 113.28

M25 grade concrete

Quantity4.92

Rate-

Amount 113.28

M30 grade concrete

Quantity102.33

Rate-

Amount 113.28

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity13.47

Rate-

Amount 113.28

M25 grade concrete

Quantity7.43

Rate-

Amount 113.28

M30 grade concrete

Quantity168.96

Rate-

Amount 113.28

Loading steel and stacking

Quantity31.23

Rate-

Amount 123.81

Unloading steel and stacking

Quantity31.23

Rate-

Amount 123.81

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 131.73

Premix carpet

Quantity0.25

Rate-

Amount 131.73

Seal coat

Quantity0.12

Rate-

Amount 131.73

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 117.82

Premix carpet

Quantity0.25

Rate-

Amount 117.82

Seal coat

Quantity0.12

Rate-

Amount 117.82

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 125 Km

Quantity14852.96

Rate-

Amount 4.16

b) Stone Aggregates lead distance 90 Km

Quantity24667.87

Rate-

Amount 4.16

c) Sand lead distance 90 Km

Quantity12258.77

Rate-

Amount 4.16

d) Steel lead distance 125 Km

Quantity3904.18

Rate-

Amount 4.16

e) Bitumen lead distance 125 Km

Quantity122.33

Rate-

Amount 4.16

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 15 Km

Quantity1165.06

Rate-

Amount 5

c) Sand lead distance 15 Km

Quantity708.96

Rate-

Amount 5

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

GST 12% on Civil Works

Quantity1

Rate-

Amount 719609

Labour Cess 1%

Quantity1

Rate-

Amount 67164

GST on Steel parts 18%

Quantity1

Rate-

Amount 2315239

Labour Cess 1%

Quantity1

Rate-

Amount 151777

Construction of 20 Mtr Span Steel Bridge (Bailey) over Gumpa khola in West Sikkim

Quantity-

Rate-

Amount -

(ii) Excavation in Hilly Areas in Soil by mechanical means.

Quantity-

Rate-

Amount -

Quantity1050

Rate-

Amount 282.69

Construction of Embankment with material obtained from Roadway cutting

Quantity-

Rate-

Amount -

Quantity180

Rate-

Amount 114.8

Compacting Original Ground.

Quantity-

Rate-

Amount -

(ii) Compacting original ground supporting subgrade.

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity300

Rate-

Amount 40.63

Granular Sub-Base with well graded material (Table 400.1)

Quantity-

Rate-

Amount -

(A) By Mix in Place Method.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(i) For Grading I Material.

Quantity37.5

Rate-

Amount 1353.68

Water Bound Macadam with Crushable Screenings

Quantity-

Rate-

Amount -

(2) WBM Grading 2

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity22.5

Rate-

Amount 1992.51

(3) WBM Grading 3

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity22.5

Rate-

Amount 2061.95

Prime Coat

Quantity-

Rate-

Amount -

(i) Low porosity

Quantity-

Rate-

Amount -

Quantity231.25

Rate-

Amount 36.08

Tack Coat

Quantity-

Rate-

Amount -

Quantity231.25

Rate-

Amount 12.28

20mm thick Open-Graded Premix Carpet

Quantity-

Rate-

Amount -

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Quantity-

Rate-

Amount -

By Manual Means

Quantity231.25

Rate-

Amount 138.88

Seal Coat

Quantity-

Rate-

Amount -

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

Type B(ii) Bitumen (S-65)

Quantity231.25

Rate-

Amount 43.26

Construction of earthen shoulder.

Quantity-

Rate-

Amount -

Quantity22.69

Rate-

Amount 224.53

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity105.72

Rate-

Amount 86.92

ii) Loading of sand

Quantity15.76

Rate-

Amount 43.46

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity105.72

Rate-

Amount 43.46

iii) Unloading of sand

Quantity15.76

Rate-

Amount 28.14

Loading and unloading of Bitumen drums by manual means including a lead upto 30m

Quantity-

Rate-

Amount -

i) Loading of Bitumen drums by manual means including a lead upto 30m

Quantity1.04

Rate-

Amount 131.73

ii) Unloading of Bitumen drums by manual means including a lead upto 30m

Quantity1.04

Rate-

Amount 117.82

Haulage excluding Loading and Unloading

Quantity-

Rate-

Amount -

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

a) Sand lead distance 50 Km

Quantity1450

Rate-

Amount 4.16

b) Aggregates ad distance 50 Km

Quantity9200

Rate-

Amount 4.16

c) Bitumen ad distance 120 Km

Quantity124.45

Rate-

Amount 4.16

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity435

Rate-

Amount 5

b) Aggregates lead distance 15 Km

Quantity2760

Rate-

Amount 5

c) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity774.89

Rate-

Amount 282.69

3 m to 6 m depth

Quantity234.6

Rate-

Amount 335.69

Ordinary rock

Quantity516.59

Rate-

Amount 353.36

Hard rock (requiring blasting)

Quantity156.4

Rate-

Amount 625.68

Hard rock (blasting prohibited)

Quantity-

Rate-

Amount -

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Quantity-

Rate-

Amount -

P.C.C grade M 15 (Nominal mix 1:2.5:5)

Quantity18.34

Rate-

Amount 4408.54

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

P.C.C grade M 15

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity15.94

Rate-

Amount 4408.54

R.C.C. grade M 30

Quantity82.96

Rate-

Amount 6863.97

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity13.27

Rate-

Amount 71587.68

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity-

Rate-

Amount -

For height upto 5 m

Quantity-

Rate-

Amount -

R.C.C. grade M30

Quantity52.09

Rate-

Amount 6863.97

For height 5 to 10 m

Quantity39.07

Rate-

Amount 6863.97

For height above 10 m

Quantity39.07

Rate-

Amount 6863.97

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity20.84

Rate-

Amount 71587.68

Quantity156

Rate-

Amount 331.67

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Quantity-

Rate-

Amount -

Granular material

Quantity260.83

Rate-

Amount 1118.55

Quantity43.09

Rate-

Amount 1044.7

Quantity428

Rate-

Amount 393

Quantity-

Rate-

Amount -

Super Structure

Quantity-

Rate-

Amount -

Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification

Quantity20

Rate-

Amount 408382

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity3.83

Rate-

Amount 4341.32

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity12.18

Rate-

Amount 5735.36

Quantity13

Rate-

Amount 12095.88

Filler Joint

Quantity-

Rate-

Amount -

Quantity11.6

Rate-

Amount 6449.43

River Bank Protection Work

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall

Quantity-

Rate-

Amount -

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity30.49

Rate-

Amount 86.92

M25 grade concrete

Quantity10.96

Rate-

Amount 86.92

M30 grade concrete

Quantity235.37

Rate-

Amount 86.92

Bituminous Macadam

Quantity9.65

Rate-

Amount 86.92

Premix carpet

Quantity4.6

Rate-

Amount 86.92

Seal coat

Quantity1.02

Rate-

Amount 86.92

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity30.49

Rate-

Amount 43.46

M25 grade concrete

Quantity10.96

Rate-

Amount 43.46

M30 grade concrete

Quantity235.37

Rate-

Amount 43.46

Bituminous Macadam

Quantity9.65

Rate-

Amount 43.46

Premix carpet

Quantity4.6

Rate-

Amount 43.46

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.29

Rate-

Amount 43.46

M25 grade concrete

Quantity5.48

Rate-

Amount 43.46

M30 grade concrete

Quantity117.69

Rate-

Amount 43.46

Bituminous Macadam

Quantity2.41

Rate-

Amount 43.46

Seal coat

Quantity1.02

Rate-

Amount 43.46

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.29

Rate-

Amount 28.14

M25 grade concrete

Quantity5.48

Rate-

Amount 28.14

M30 grade concrete

Quantity117.69

Rate-

Amount 28.14

Bituminous Macadam

Quantity2.41

Rate-

Amount 28.14

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity10.48

Rate-

Amount 113.28

M25 grade concrete

Quantity4.92

Rate-

Amount 113.28

M30 grade concrete

Quantity112.45

Rate-

Amount 113.28

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity12.2

Rate-

Amount 113.28

M25 grade concrete

Quantity7.43

Rate-

Amount 113.28

M30 grade concrete

Quantity185.68

Rate-

Amount 113.28

Loading steel and stacking

Quantity42.16

Rate-

Amount 123.81

Unloading steel and stacking

Quantity42.16

Rate-

Amount 123.81

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 131.73

Premix carpet

Quantity0.25

Rate-

Amount 131.73

Seal coat

Quantity0.12

Rate-

Amount 131.73

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 117.82

Premix carpet

Quantity0.25

Rate-

Amount 117.82

Seal coat

Quantity0.12

Rate-

Amount 117.82

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 125 Km

Quantity8310.64

Rate-

Amount 4.16

b) Stone Aggregates lead distance 50 Km

Quantity14604.9

Rate-

Amount 4.16

c) Sand lead distance 650 Km

Quantity7244.75

Rate-

Amount 4.16

d) Steel lead distance 125 Km

Quantity2740.35

Rate-

Amount 4.16

e) Bitumen lead distance 125 Km

Quantity117.44

Rate-

Amount 4.16

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 15 Km

Quantity1081.88

Rate-

Amount 5

c) Sand lead distance 15 Km

Quantity656.18

Rate-

Amount 5

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

GST 12% on Civil Works

Quantity1

Rate-

Amount 763020

Labour Cess 1%

Quantity1

Rate-

Amount 71215

GST on Steel parts 18%

Quantity1

Rate-

Amount 1470175

Labour Cess 1%

Quantity1

Rate-

Amount 96378

30 mtr span steel bridge (Composite) over Hee Khola

Quantity-

Rate-

Amount -

(ii) Excavation in Hilly Areas in Soil by mechanical means.

Quantity-

Rate-

Amount -

Quantity2100

Rate-

Amount 282.69

Construction of Embankment with material obtained from Roadway cutting

Quantity-

Rate-

Amount -

Quantity180

Rate-

Amount 114.8

Compacting Original Ground.

Quantity-

Rate-

Amount -

(ii) Compacting original ground supporting subgrade.

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity600

Rate-

Amount 40.63

Granular Sub-Base with well graded material (Table 400.1)

Quantity-

Rate-

Amount -

(A) By Mix in Place Method.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(i) For Grading I Material.

Quantity75

Rate-

Amount 1353.68

Water Bound Macadam with Crushable Screenings

Quantity-

Rate-

Amount -

(2) WBM Grading 2

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity45

Rate-

Amount 1992.51

(3) WBM Grading 3

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity45

Rate-

Amount 2061.95

Prime Coat

Quantity-

Rate-

Amount -

(i) Low porosity

Quantity-

Rate-

Amount -

Quantity462.5

Rate-

Amount 36.08

Tack Coat

Quantity-

Rate-

Amount -

Quantity462.5

Rate-

Amount 12.28

20mm thick Open-Graded Premix Carpet

Quantity-

Rate-

Amount -

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Quantity-

Rate-

Amount -

By Manual Means

Quantity462.5

Rate-

Amount 138.88

Seal Coat

Quantity-

Rate-

Amount -

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

Type B(ii) Bitumen (S-65)

Quantity462.5

Rate-

Amount 43.26

Construction of earthen shoulder.

Quantity-

Rate-

Amount -

Quantity45.38

Rate-

Amount 224.53

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity211.44

Rate-

Amount 86.92

ii) Loading of sand

Quantity31.53

Rate-

Amount 43.46

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity211.44

Rate-

Amount 43.46

iii) Unloading of sand

Quantity31.53

Rate-

Amount 28.14

Loading and unloading of Bitumen drums by manual means including a lead upto 30m

Quantity-

Rate-

Amount -

i) Loading of Bitumen drums by manual means including a lead upto 30m

Quantity2.07

Rate-

Amount 131.73

ii) Unloading of Bitumen drums by manual means including a lead upto 30m

Quantity2.07

Rate-

Amount 117.82

Haulage excluding Loading and Unloading

Quantity-

Rate-

Amount -

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

a) Sand lead distance 60 Km

Quantity3480

Rate-

Amount 4.16

b) Aggregates ad distance 60 Km

Quantity22080

Rate-

Amount 4.16

c) Bitumen ad distance 100 Km

Quantity207.42

Rate-

Amount 4.16

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 10Km

Quantity580

Rate-

Amount 5

b) Aggregates lead distance 10 Km

Quantity3680

Rate-

Amount 5

c) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

I. Ordinary soil (upto 3m depth)

Quantity415.5

Rate-

Amount 282.69

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.

Quantity-

Rate-

Amount -

I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing)

Quantity41.62

Rate-

Amount 4342.22

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Quantity-

Rate-

Amount -

II. Course rubble masonry (2nd sort)

Quantity831.04

Rate-

Amount 3781.05

Quantity396

Rate-

Amount 1044.7

Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4

Quantity-

Rate-

Amount -

I. Random rubble masonry

Quantity15.24

Rate-

Amount 3485.44

Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204

Quantity150.36

Rate-

Amount 149.79

Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11

Quantity50

Rate-

Amount 292.74

Loading and unloading by manual means

Quantity-

Rate-

Amount -

i) Loading of masonry stone

Quantity982.2

Rate-

Amount 86.92

i) Loading of aggregates

Quantity517.8

Rate-

Amount 86.92

ii) Loading of sand

Quantity318.2

Rate-

Amount 43.46

Loading and unloading by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of masonry stone

Quantity982.2

Rate-

Amount 43.46

iii) Unloading of aggregates

Quantity517.8

Rate-

Amount 43.46

iii) Unloading of sand

Quantity318.2

Rate-

Amount 28.14

Loading and unloading of cement by manual means

Quantity-

Rate-

Amount -

i) Loading of cement

Quantity154.8

Rate-

Amount 113.28

ii) Unloading of cement

Quantity154.8

Rate-

Amount 113.28

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

a) Sand lead distance 60 Km

Quantity38400

Rate-

Amount 4.16

b) Aggregates lead distance 60 Km

Quantity55200

Rate-

Amount 4.16

c) Cement lead distance 100 Km

Quantity15480

Rate-

Amount 4.16

d) Masonry stone lead distance 25 Km

Quantity42000

Rate-

Amount 4.16

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 10 Km

Quantity6400

Rate-

Amount 5

b) Aggregates lead distance 10 Km

Quantity9200

Rate-

Amount 5

c) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

d) Masonry stone lead distance 5.0Km

Quantity8400

Rate-

Amount 5

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity457.27

Rate-

Amount 282.69

3 m to 6 m depth

Quantity29.39

Rate-

Amount 335.69

Ordinary rock

Quantity304.85

Rate-

Amount 353.36

Hard rock (requiring blasting)

Quantity19.6

Rate-

Amount 625.68

Hard rock (blasting prohibited)

Quantity-

Rate-

Amount -

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Quantity-

Rate-

Amount -

P.C.C grade M 15 (Nominal mix 1:2.5:5)

Quantity29.92

Rate-

Amount 4408.54

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

P.C.C grade M 15

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity16.73

Rate-

Amount 4408.54

R.C.C. grade M 30

Quantity102.7

Rate-

Amount 6863.97

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity27.48

Rate-

Amount 71587.68

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity-

Rate-

Amount -

For height upto 5 m

Quantity-

Rate-

Amount -

R.C.C. grade M30

Quantity87.14

Rate-

Amount 6863.97

For height 5 to 10 m

Quantity65.35

Rate-

Amount 6863.97

For height above 10 m

Quantity65.35

Rate-

Amount 6863.97

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity39.21

Rate-

Amount 71587.68

Quantity152

Rate-

Amount 331.67

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Quantity-

Rate-

Amount -

Granular material

Quantity598.63

Rate-

Amount 1118.55

Quantity76.52

Rate-

Amount 1044.7

Quantity620

Rate-

Amount 393

Quantity20480

Rate-

Amount 0.32

Super Structure

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Quantity-

Rate-

Amount -

R.C.C. Grade M 30

Quantity68.83

Rate-

Amount 6863.97

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Quantity8.6

Rate-

Amount 71587.68

Quantity51.8

Rate-

Amount 111796

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity12

Rate-

Amount 1521.13

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity3.83

Rate-

Amount 4341.32

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity12.18

Rate-

Amount 5735.36

Quantity13

Rate-

Amount 12095.88

Filler Joint

Quantity-

Rate-

Amount -

Quantity11.6

Rate-

Amount 6449.43

Quantity11.28

Rate-

Amount 7076.88

Quantity-

Rate-

Amount -

(i) Bitumen (S-90)

Quantity225.5

Rate-

Amount 138.88

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

By Manual Means

Quantity-

Rate-

Amount -

Case - II : Type B

Quantity-

Rate-

Amount -

(I) Bitumen (S-90)

Quantity225.5

Rate-

Amount 43.26

River Bank Protection Work

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall

Quantity180

Rate-

Amount 1964.42

Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H

Quantity1

Rate-

Amount 1100622.78

Load Carrying capacity of bridge as guide line of IRC SP 037-2010

Quantity1

Rate-

Amount 158267.45

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity40.38

Rate-

Amount 86.92

M25 grade concrete

Quantity10.96

Rate-

Amount 86.92

M30 grade concrete

Quantity350.43

Rate-

Amount 86.92

Bituminous Macadam

Quantity12.76

Rate-

Amount 86.92

Premix carpet

Quantity6.09

Rate-

Amount 86.92

Seal coat

Quantity1.35

Rate-

Amount 86.92

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity40.38

Rate-

Amount 43.46

M25 grade concrete

Quantity10.96

Rate-

Amount 43.46

M30 grade concrete

Quantity350.43

Rate-

Amount 43.46

Bituminous Macadam

Quantity12.76

Rate-

Amount 43.46

Premix carpet

Quantity6.09

Rate-

Amount 43.46

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity24.23

Rate-

Amount 43.46

M25 grade concrete

Quantity5.48

Rate-

Amount 43.46

M30 grade concrete

Quantity175.22

Rate-

Amount 43.46

Bituminous Macadam

Quantity3.19

Rate-

Amount 43.46

Seal coat

Quantity1.35

Rate-

Amount 43.46

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity24.23

Rate-

Amount 28.14

M25 grade concrete

Quantity5.48

Rate-

Amount 28.14

M30 grade concrete

Quantity175.22

Rate-

Amount 28.14

Bituminous Macadam

Quantity3.19

Rate-

Amount 28.14

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity13.88

Rate-

Amount 113.28

M25 grade concrete

Quantity4.92

Rate-

Amount 113.28

M30 grade concrete

Quantity167.43

Rate-

Amount 113.28

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity16.15

Rate-

Amount 113.28

M25 grade concrete

Quantity7.43

Rate-

Amount 113.28

M30 grade concrete

Quantity276.45

Rate-

Amount 113.28

Loading steel and stacking

Quantity79.06

Rate-

Amount 123.81

Unloading steel and stacking

Quantity79.06

Rate-

Amount 123.81

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.81

Rate-

Amount 131.73

Premix carpet

Quantity0.33

Rate-

Amount 131.73

Seal coat

Quantity0.15

Rate-

Amount 131.73

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.81

Rate-

Amount 117.82

Premix carpet

Quantity0.33

Rate-

Amount 117.82

Seal coat

Quantity0.15

Rate-

Amount 117.82

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 100 Km

Quantity18623.23

Rate-

Amount 4.16

b) Stone Aggregates lead distance 60 Km

Quantity25319

Rate-

Amount 4.16

c) Sand lead distance 60 Km

Quantity12465.34

Rate-

Amount 4.16

d) Steel lead distance 100 Km

Quantity7905.9

Rate-

Amount 4.16

e) Bitumen lead distance 100 Km

Quantity129.44

Rate-

Amount 4.16

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 10 Km

Quantity871.05

Rate-

Amount 5

c) Sand lead distance 10 Km

Quantity546.69

Rate-

Amount 5

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

GST 12% on Civil Works

Quantity1

Rate-

Amount 2185545

Labour Cess 1%

Quantity1

Rate-

Amount 203984

GST on Steel parts 18%

Quantity1

Rate-

Amount 1042455

Labour Cess 1%

Quantity1

Rate-

Amount 68339

2039 More

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