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 Sikkim, Sikkim

Opening Date1 Feb 2024

Closing Date19 Feb 2024

Tender Amount₹ 22,34,01,000

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Costs

EMD
₹ 55,85,025
Document Cost
₹ 2,00,000
Tender Fee
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Description

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Tender Id
2024_CESDA_131703_3
Bid Award Id
View
Tender No
SKVVP
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-1752.6 kBTendernotice_1.pdf

NIT

BOQ-11.1 MBBOQ_207165.xls

BOQ

Document-211.2 MBsbd.pdf

SBD

Document-167.1 kBTender_Detail_2024...Tender_Detail_2024_CESDA_131703_3.html

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BOQ Items

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Quantity-

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Quantity6733.71

Rate1725311

Amount 256.22

Sub Grade

Quantity7020

Rate1798664

Amount 256.22

Earthen Shoulder

Quantity877.5

Rate224833

Amount 256.22

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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Quantity2487.71

Rate5029683

Amount 2021.81

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

Quantity2303.44

Rate5234124

Amount 2272.31

Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502

Quantity15356.25

Rate703469

Amount 45.81

Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503

Quantity15356.25

Rate234336

Amount 15.26

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

Quantity614.25

Rate6734047

Amount 10963.04

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity929.64

Rate559389

Amount 601.73

Loading & Unloading

Quantity929.64

Rate156912

Amount 168.79

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone Chips

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity4018.6

Rate500275

Amount 124.49

Loading & Unloading

Quantity2184.02

Rate117937

Amount 54

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity14390.03

Rate1254091

Amount 87.15

Loading & Unloading

Quantity6540.92

Rate706419

Amount 108

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity429.49

Rate106939

Amount 248.99

Loading & Unloading

Quantity233.42

Rate25209

Amount 108

Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead up to 1000 meters.

Quantity35464.31

Rate4990891

Amount 140.73

Excavation in hilly areas in ordinary rock not requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 meters.

Quantity22568.19

Rate5273735

Amount 233.68

Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and stacking of cut material with all lifts and lead upto 50 meters.

Quantity6448.06

Rate10469515

Amount 1623.67

Provision for throwing of spoils obtain from hill cutting within 5 km radius from work site to dumping area.

Quantity-

Rate-

Amount -

Haulage distance

Quantity77376.67

Rate1605565

Amount 20.75

Loading & Unloading

Quantity38688.33

Rate2089169

Amount 54

Providing and fixing of typical masonry VVP informatory sign board with Logo as per MORD specifications and drawing. Brick masonry board with writting area 1.5mx0.9m and 0.115m border. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 of MoRD etc. complete and as per direction of the Engineer -in- charge.

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate13746

Amount 13746.23

Fixing of citizen board

Quantity1

Rate13746

Amount 13746.23

Maintenance Information board

Quantity1

Rate13746

Amount 13746.23

i) 900mm equilateral triangle

Quantity18

Rate86211

Amount 4789.54

ii) 600mm Circular

Quantity14

Rate67053

Amount 4789.54

Reinforced cement concrete M15 grade Kilomitre stoneof Standard design as per IRC:8 fixing in position including painting, lettering in accordance with the specifications Clause 1703 of MoRD . etc. complete and as per direction of the Engineer -in- charge.

Quantity-

Rate-

Amount -

Fixing of Ordinary KM stone

Quantity4

Rate9873

Amount 2468.32

Fixing of 200mtr stone

Quantity16

Rate9110

Amount 569.41

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Quantity807.5

Rate135199

Amount 167.43

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)

Quantity168

Rate733714

Amount 4367.35

Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge.

Quantity780

Rate1388392

Amount 1779.99

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of the Engineer- in - Charge.

Quantity3120

Rate3164725

Amount 1014.34

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity292

Rate72705

Amount 248.99

Loading & Unloading

Quantity292

Rate49286

Amount 168.79

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone Chips

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity419.08

Rate104346

Amount 248.99

Loading & Unloading

Quantity227.76

Rate12299

Amount 54

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity839.59

Rate104520

Amount 124.49

Loading & Unloading

Quantity456.3

Rate24640

Amount 54

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity1321.32

Rate115153

Amount 87.15

Loading & Unloading

Quantity600.6

Rate32432

Amount 54

Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 50 meters.

Quantity860.4

Rate403751

Amount 469.26

Providing and laying. Coarse Rubble Stone Masonry in 1:4:8 c.c. ( 1 cement, 4 sand, 8 clean hard graded stone chips of size 40mm and down) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down), and curing etc, complete as per the direction of Engineer in Charge excluding the cost of carriage of materials.

Quantity553.88

Rate2569781

Amount 4639.6

Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.

Quantity244.58

Rate1456770

Amount 5956.26

Providing and Laying. Random Rubble Stone Masonry in 1:4:8 c.c. (1cement, 4 sand, 8 clean hard graded stone chips of 40 mm nominal gauge) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down), curing etc , complete as per the direction of Engineer in Charge excluding the cost of carriage of materials.

Quantity217.19

Rate1267761

Amount 5837.16

Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire.

Quantity354

Rate1009721

Amount 2852.32

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

Quantity429

Rate552393

Amount 1287.63

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

Quantity41.7

Rate20769

Amount 498.08

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material

Quantity1903.81

Rate2436932

Amount 1280.03

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity888.56

Rate221242

Amount 248.99

Loading & Unloading

Quantity888.56

Rate149979

Amount 168.79

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone Chips

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity1968.85

Rate490224

Amount 248.99

Loading & Unloading

Quantity96.38

Rate5204

Amount 54

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity500.67

Rate62328

Amount 124.49

Loading & Unloading

Quantity272.11

Rate14693

Amount 54

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity6071.83

Rate529160

Amount 87.15

Loading & Unloading

Quantity2759.92

Rate149035

Amount 54

Providing and laying hand packed stone soling with clean hard selected stones, all complete.

Quantity36.46

Rate65256

Amount 1789.8

Providing and Laying in position cement concrete of 1:2:4 mix including compacting curing etc all complete.

Quantity34.02

Rate203514

Amount 5982.19

Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.

Quantity522.82

Rate3215829

Amount 6150.93

Providing and Laying in position 1:1.5:3 reinforced cement concrete excluding the cost of form work, finishing and reinforcements i/c compacting ,curing etc. all complete.

Quantity46.08

Rate317874

Amount 6898.32

Supplying, bending and placing in position tor steel reinforcement i/c straightening, cutting, bending in all R.C.C works including cost of binding wires, all complete.

Quantity19.78

Rate183803

Amount 9294.29

Providing and laying hand packed stone filling with clean hard selected stones and mixed filling i/c consolidation by ramming etc., all complete.

Quantity142.98

Rate183018

Amount 1280.03

Providing and laying hand packed stone filling with clean hard selected stones and mixed filling i/c consolidation by ramming etc., all complete.

Quantity130.72

Rate25168

Amount 192.53

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity120.88

Rate30097

Amount 248.99

Loading & Unloading

Quantity111.44

Rate18810

Amount 168.79

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone Chips

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity284.44

Rate70822

Amount 248.99

Loading & Unloading

Quantity18.68

Rate1008

Amount 54

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity1411.6

Rate175730

Amount 124.49

Loading & Unloading

Quantity52.88

Rate2855

Amount 54

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity67.28

Rate8375

Amount 124.49

Loading & Unloading

Quantity801.32

Rate43271

Amount 54

70m Span Steel Bridge Over Bay Kyong

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

Rate295533

Amount 140.73

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

Rate15526

Amount 86.26

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

Rate42810

Amount 71.35

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.

Quantity75

Rate111440

Amount 1485.87

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.

Quantity45

Rate81658

Amount 1814.63

(3) WBM Grading 3

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 3 as per Technical Specification Clause 405.

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity45

Rate87226

Amount 1938.36

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.

Quantity462.5

Rate21187

Amount 45.81

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.

Quantity462.5

Rate7057

Amount 15.26

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

Rate78028

Amount 168.71

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

Rate24512

Amount 53

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.

Quantity45.38

Rate11625

Amount 256.22

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

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity211.44

Rate22835

Amount 108

ii) Loading of sand

Quantity31.53

Rate1702

Amount 54

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

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity211.44

Rate11417

Amount 54

iii) Unloading of sand

Quantity31.53

Rate992

Amount 31.48

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

Rate350

Amount 168.79

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

Quantity2.07

Rate302

Amount 145.69

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 105 Km

Quantity3480

Rate14442

Amount 4.15

b) Aggregates ad distance 105 Km

Quantity22080

Rate91632

Amount 4.15

c) Bitumen ad distance 190 Km

Quantity280.02

Rate1162

Amount 4.15

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15Km

Quantity870

Rate8734

Amount 10.04

b) Aggregates lead distance 15 Km

Quantity5520

Rate55420

Amount 10.04

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)

Quantity540

Rate253400

Amount 469.26

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)

Quantity54.1

Rate272621

Amount 5039.22

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)

Quantity948.7

Rate4680411

Amount 4933.5

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

Quantity480

Rate618062

Amount 1287.63

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

Quantity16.9

Rate77879

Amount 4608.27

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

Quantity156.2

Rate3006

Amount 19.25

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

Quantity125

Rate44118

Amount 352.95

Loading and unloading by manual means

Quantity-

Rate-

Amount -

i) Loading of masonry stone

Quantity1120

Rate120960

Amount 108

i) Loading of aggregates

Quantity634

Rate68472

Amount 108

ii) Loading of sand

Quantity368

Rate19872

Amount 54

Loading and unloading by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of masonry stone

Quantity1120

Rate60480

Amount 54

iii) Unloading of aggregates

Quantity634

Rate34236

Amount 54

iii) Unloading of sand

Quantity368

Rate19872

Amount 54

Loading and unloading of cement by manual means

Quantity-

Rate-

Amount -

i) Loading of cement

Quantity180

Rate26663

Amount 148.13

ii) Unloading of cement

Quantity180

Rate26663

Amount 148.13

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 105 Km

Quantity42000

Rate174300

Amount 4.15

b) Aggregates lead distance 105 Km

Quantity66000

Rate273900

Amount 4.15

c) Cement lead distance 95 Km

Quantity9900

Rate41085

Amount 4.15

d) Masonry stone lead distance 105 Km

Quantity81780

Rate339387

Amount 4.15

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity10500

Rate105420

Amount 10.04

b) Aggregates lead distance 15 Km

Quantity16500

Rate165660

Amount 10.04

c) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

d) Masonry stone lead distance 5.0Km

Quantity6815

Rate68422

Amount 10.04

Foundation

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

Quantity1738.8

Rate379058

Amount 218

3 m to 6 m depth

Quantity918

Rate284625

Amount 310.05

Ordinary rock

Quantity1159.2

Rate319475

Amount 275.6

Hard rock (requiring blasting)

Quantity1159.2

Rate779979

Amount 672.86

Hard rock (blasting prohibited)

Quantity155.25

Rate93646

Amount 603.2

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)

Quantity117

Rate591053

Amount 5051.74

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)

Quantity37.33

Rate182768

Amount 4895.75

R.C.C. grade M 30

Quantity288

Rate2042262

Amount 7091.19

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

Quantity46.08

Rate4193889

Amount 91013.22

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

Quantity70.35

Rate530272

Amount 7537.53

For height 5 to 10 m

Quantity52.76

Rate408911

Amount 7749.96

For heightabove 10 m

Quantity52.76

Rate424819

Amount 8051.47

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

Quantity28.24

Rate2577409

Amount 91258.36

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

Quantity160

Rate324252

Amount 2026.58

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

Quantity-

Rate-

Amount -

Granular material

Quantity385.22

Rate522550

Amount 1356.5

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

Quantity128.93

Rate166011

Amount 1287.63

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.

Quantity1320

Rate660000

Amount 500

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 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

Quantity168.02

Rate1417273

Amount 8435.35

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

Quantity21

Rate1951987

Amount 92942.91

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

Quantity313.21

Rate44408338

Amount 141785

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity28

Rate43671

Amount 1559.69

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)

Quantity6.33

Rate29784

Amount 4707.45

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

Quantity11.55

Rate137110

Amount 11871.01

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

Rate61205

Amount 4708.13

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

Rate2020

Amount 183.68

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.

Quantity22.29

Rate173339

Amount 7776.89

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)

Quantity445.78

Rate81942

Amount 183.82

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)

Quantity445.78

Rate25739

Amount 57.74

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

Quantity946.81

Rate2012754

Amount 2125.83

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

Quantity1

Rate7249852

Amount 7249852.58

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

Quantity1

Rate628133

Amount 628133.13

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity128.53

Rate13880

Amount 108

M25 grade concrete

Quantity10.4

Rate1122

Amount 108

M30 grade concrete

Quantity568.7

Rate61419

Amount 108

Bituminous Macadam

Quantity25.23

Rate2724

Amount 108

Premix carpet

Quantity12.04

Rate1299

Amount 108

Seal coat

Quantity2.68

Rate288

Amount 108

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity128.53

Rate6940

Amount 54

M25 grade concrete

Quantity10.4

Rate561

Amount 54

M30 grade concrete

Quantity568.7

Rate30709

Amount 54

Bituminous Macadam

Quantity25.23

Rate1362

Amount 54

Premix carpet

Quantity12.04

Rate649

Amount 54

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity77.12

Rate4164

Amount 54

M25 grade concrete

Quantity5.2

Rate280

Amount 54

M30 grade concrete

Quantity284.35

Rate15355

Amount 54

Bituminous Macadam

Quantity6.31

Rate340

Amount 54

Seal coat

Quantity2.68

Rate144

Amount 54

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity77.12

Rate4164

Amount 54

M25 grade concrete

Quantity5.2

Rate280

Amount 54

M30 grade concrete

Quantity284.35

Rate15355

Amount 54

Bituminous Macadam

Quantity6.31

Rate340

Amount 54

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity44.18

Rate6544

Amount 148.13

M25 grade concrete

Quantity4.67

Rate691

Amount 148.13

M30 grade concrete

Quantity271.71

Rate40248

Amount 148.13

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity51.41

Rate7615

Amount 148.13

M25 grade concrete

Quantity7.05

Rate1043

Amount 148.13

M30 grade concrete

Quantity448.64

Rate66457

Amount 148.13

Loading steel and stacking

Quantity100.09

Rate14826

Amount 148.13

Unloading steel and stacking

Quantity100.09

Rate14826

Amount 148.13

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity1.61

Rate270

Amount 168.79

Premix carpet

Quantity0.65

Rate109

Amount 168.79

Seal coat

Quantity0.3

Rate51

Amount 168.79

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity1.61

Rate233

Amount 145.69

Premix carpet

Quantity0.65

Rate94

Amount 145.69

Seal coat

Quantity0.3

Rate44

Amount 145.69

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 95 Km

Quantity17630.87

Rate73168

Amount 4.15

b) Stone Aggregates lead distance 105 Km

Quantity44854.03

Rate186144

Amount 4.15

c) Sand lead distance 105 Km

Quantity22538.88

Rate93536

Amount 4.15

d) Steel lead distance 95 Km

Quantity5505

Rate22845

Amount 4.15

e) Bitumen lead distance 190 Km

Quantity345.43

Rate1433

Amount 4.15

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 15 Km

Quantity3625.87

Rate36403

Amount 10.04

c) Sand lead distance 15 Km

Quantity2271.86

Rate22809

Amount 10.04

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

30m Span Steel Bridge Over Nodlyong Kyong

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

Rate295533

Amount 140.73

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

Rate15526

Amount 86.26

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

Rate42810

Amount 71.35

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.

Quantity75

Rate111440

Amount 1485.87

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.

Quantity45

Rate81658

Amount 1814.63

(3) WBM Grading 3

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 3 as per Technical Specification Clause 405.

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity45

Rate87226

Amount 1938.36

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.

Quantity462.5

Rate21187

Amount 45.81

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.

Quantity462.5

Rate7057

Amount 15.26

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

Rate78028

Amount 168.71

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

Rate24512

Amount 53

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.

Quantity45.38

Rate11625

Amount 256.22

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

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity211.44

Rate22835

Amount 108

ii) Loading of sand

Quantity31.53

Rate1702

Amount 54

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

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity211.44

Rate11417

Amount 54

iii) Unloading of sand

Quantity31.53

Rate992

Amount 31.48

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

Rate350

Amount 168.79

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

Quantity2.07

Rate302

Amount 145.69

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 105 Km

Quantity3480

Rate14442

Amount 4.15

b) Aggregates ad distance 105 Km

Quantity22080

Rate91632

Amount 4.15

c) Bitumen ad distance 190 Km

Quantity280.02

Rate1162

Amount 4.15

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15Km

Quantity870

Rate8734

Amount 10.04

b) Aggregates lead distance 15 Km

Quantity5520

Rate55420

Amount 10.04

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)

Quantity270

Rate126700

Amount 469.26

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)

Quantity27.05

Rate136310

Amount 5039.22

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)

Quantity474.35

Rate2340205

Amount 4933.5

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

Quantity240

Rate309031

Amount 1287.63

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

Quantity8.45

Rate38939

Amount 4608.27

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

Quantity78.1

Rate1503

Amount 19.25

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

Quantity62.5

Rate22059

Amount 352.95

Loading and unloading by manual means

Quantity-

Rate-

Amount -

i) Loading of masonry stone

Quantity560

Rate60480

Amount 108

i) Loading of aggregates

Quantity317

Rate34236

Amount 108

ii) Loading of sand

Quantity184

Rate9936

Amount 54

Loading and unloading by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of masonry stone

Quantity560

Rate30240

Amount 54

iii) Unloading of aggregates

Quantity317

Rate17118

Amount 54

iii) Unloading of sand

Quantity184

Rate9936

Amount 54

Loading and unloading of cement by manual means

Quantity-

Rate-

Amount -

i) Loading of cement

Quantity90

Rate13331

Amount 148.13

ii) Unloading of cement

Quantity90

Rate13331

Amount 148.13

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 105 Km

Quantity21000

Rate87150

Amount 4.15

b) Aggregates lead distance 105 Km

Quantity33000

Rate136950

Amount 4.15

c) Cement lead distance 95 Km

Quantity4950

Rate20542

Amount 4.15

d) Masonry stone lead distance 105 Km

Quantity40890

Rate169693

Amount 4.15

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity5250

Rate52710

Amount 10.04

b) Aggregates lead distance 15 Km

Quantity8250

Rate82830

Amount 10.04

c) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

d) Masonry stone lead distance 5.0Km

Quantity3407.5

Rate34211

Amount 10.04

Foundation

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

Quantity1356.79

Rate295780

Amount 218

3 m to 6 m depth

Quantity647.45

Rate200740

Amount 310.05

Ordinary rock

Quantity904.53

Rate249287

Amount 275.6

Hard rock (requiring blasting)

Quantity904.53

Rate608620

Amount 672.86

Hard rock (blasting prohibited)

Quantity43.68

Rate26346

Amount 603.2

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)

Quantity106.4

Rate537505

Amount 5051.74

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)

Quantity25.32

Rate123945

Amount 4895.75

R.C.C. grade M 30

Quantity145.35

Rate1030704

Amount 7091.19

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

Quantity21.8

Rate1984361

Amount 91013.22

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

Quantity57.77

Rate435465

Amount 7537.53

For height 5 to 10 m

Quantity43.33

Rate335798

Amount 7749.96

For heightabove 10 m

Quantity43.33

Rate348862

Amount 8051.47

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

Quantity21.8

Rate1989340

Amount 91258.36

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

Quantity160

Rate324252

Amount 2026.58

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

Quantity-

Rate-

Amount -

Granular material

Quantity320.21

Rate434364

Amount 1356.5

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

Quantity116.72

Rate150297

Amount 1287.63

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.

Quantity910

Rate455000

Amount 500

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 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

Rate580622

Amount 8435.35

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

Quantity8.6

Rate799680

Amount 92942.91

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

Quantity94.61

Rate13413995

Amount 141785

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity12

Rate18716

Amount 1559.69

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)

Quantity6.33

Rate29784

Amount 4707.45

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

Quantity11.55

Rate137110

Amount 11871.01

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

Rate61205

Amount 4708.13

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

Rate2020

Amount 183.68

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

Rate87684

Amount 7776.89

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

Rate41451

Amount 183.82

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

Rate13020

Amount 57.74

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

Quantity1044.21

Rate2219804

Amount 2125.83

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

Quantity1

Rate2277792

Amount 2277792.13

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

Quantity1

Rate247159

Amount 247159.2

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity110.44

Rate11926

Amount 108

M25 grade concrete

Quantity10.4

Rate1122

Amount 108

M30 grade concrete

Quantity322.75

Rate34857

Amount 108

Bituminous Macadam

Quantity12.76

Rate1378

Amount 108

Premix carpet

Quantity6.09

Rate657

Amount 108

Seal coat

Quantity1.35

Rate146

Amount 108

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity110.44

Rate5963

Amount 54

M25 grade concrete

Quantity10.4

Rate561

Amount 54

M30 grade concrete

Quantity322.75

Rate17428

Amount 54

Bituminous Macadam

Quantity12.76

Rate689

Amount 54

Premix carpet

Quantity6.09

Rate328

Amount 54

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity66.26

Rate3578

Amount 54

M25 grade concrete

Quantity5.2

Rate280

Amount 54

M30 grade concrete

Quantity161.38

Rate8714

Amount 54

Bituminous Macadam

Quantity3.19

Rate172

Amount 54

Seal coat

Quantity1.35

Rate73

Amount 54

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity66.26

Rate3578

Amount 54

M25 grade concrete

Quantity5.2

Rate280

Amount 54

M30 grade concrete

Quantity161.38

Rate8714

Amount 54

Bituminous Macadam

Quantity3.19

Rate172

Amount 54

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity37.96

Rate5623

Amount 148.13

M25 grade concrete

Quantity4.67

Rate691

Amount 148.13

M30 grade concrete

Quantity154.2

Rate22842

Amount 148.13

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity44.17

Rate6543

Amount 148.13

M25 grade concrete

Quantity7.05

Rate1043

Amount 148.13

M30 grade concrete

Quantity254.62

Rate37716

Amount 148.13

Loading steel and stacking

Quantity54.82

Rate8119

Amount 148.13

Unloading steel and stacking

Quantity54.82

Rate8119

Amount 148.13

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.81

Rate137

Amount 168.79

Premix carpet

Quantity0.33

Rate55

Amount 168.79

Seal coat

Quantity0.15

Rate25

Amount 168.79

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.81

Rate118

Amount 145.69

Premix carpet

Quantity0.33

Rate47

Amount 145.69

Seal coat

Quantity0.15

Rate22

Amount 145.69

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 95 Km

Quantity10825.75

Rate44926

Amount 4.15

b) Stone Aggregates lead distance 105 Km

Quantity27827.19

Rate115482

Amount 4.15

c) Sand lead distance 105 Km

Quantity14242.69

Rate59107

Amount 4.15

d) Steel lead distance 95 Km

Quantity3014.87

Rate12511

Amount 4.15

e) Bitumen lead distance 190 Km

Quantity174.74

Rate725

Amount 4.15

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 15 Km

Quantity3153.67

Rate31662

Amount 10.04

c) Sand lead distance 15 Km

Quantity1972.26

Rate19801

Amount 10.04

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

30m SpanSteel Bridge Over Komko Kyong

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

Rate295533

Amount 140.73

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

Rate15526

Amount 86.26

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

Rate42810

Amount 71.35

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.

Quantity75

Rate111440

Amount 1485.87

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.

Quantity45

Rate81658

Amount 1814.63

(3) WBM Grading 3

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 3 as per Technical Specification Clause 405.

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity45

Rate87226

Amount 1938.36

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.

Quantity462.5

Rate21187

Amount 45.81

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.

Quantity462.5

Rate7057

Amount 15.26

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

Rate78028

Amount 168.71

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

Rate24512

Amount 53

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.

Quantity45.38

Rate11625

Amount 256.22

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

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity211.44

Rate22835

Amount 108

ii) Loading of sand

Quantity31.53

Rate1702

Amount 54

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

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity211.44

Rate11417

Amount 54

iii) Unloading of sand

Quantity31.53

Rate992

Amount 31.48

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

Rate350

Amount 168.79

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

Quantity2.07

Rate302

Amount 145.69

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 105 Km

Quantity3480

Rate14442

Amount 4.15

b) Aggregates ad distance 105 Km

Quantity22080

Rate91632

Amount 4.15

c) Bitumen ad distance 190 Km

Quantity280.02

Rate1162

Amount 4.15

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15Km

Quantity870

Rate8734

Amount 10.04

b) Aggregates lead distance 15 Km

Quantity5520

Rate55420

Amount 10.04

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)

Quantity270

Rate126700

Amount 469.26

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)

Quantity27.05

Rate136310

Amount 5039.22

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)

Quantity474.35

Rate2340205

Amount 4933.5

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

Quantity240

Rate309031

Amount 1287.63

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

Quantity8.45

Rate38939

Amount 4608.27

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

Quantity78.1

Rate1503

Amount 19.25

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

Quantity62.5

Rate22059

Amount 352.95

Loading and unloading by manual means

Quantity-

Rate-

Amount -

i) Loading of masonry stone

Quantity560

Rate60480

Amount 108

i) Loading of aggregates

Quantity317

Rate34236

Amount 108

ii) Loading of sand

Quantity184

Rate9936

Amount 54

Loading and unloading by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of masonry stone

Quantity560

Rate30240

Amount 54

iii) Unloading of aggregates

Quantity317

Rate17118

Amount 54

iii) Unloading of sand

Quantity184

Rate9936

Amount 54

Loading and unloading of cement by manual means

Quantity-

Rate-

Amount -

i) Loading of cement

Quantity90

Rate13331

Amount 148.13

ii) Unloading of cement

Quantity90

Rate13331

Amount 148.13

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 105 Km

Quantity21000

Rate87150

Amount 4.15

b) Aggregates lead distance 105 Km

Quantity33000

Rate136950

Amount 4.15

c) Cement lead distance 95 Km

Quantity4950

Rate20542

Amount 4.15

d) Masonry stone lead distance 105 Km

Quantity40890

Rate169693

Amount 4.15

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity5250

Rate52710

Amount 10.04

b) Aggregates lead distance 15 Km

Quantity8250

Rate82830

Amount 10.04

c) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

d) Masonry stone lead distance 5.0Km

Quantity3407.5

Rate34211

Amount 10.04

Foundation

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

Quantity1439.1

Rate313723

Amount 218

3 m to 6 m depth

Quantity704.7

Rate218492

Amount 310.05

Ordinary rock

Quantity959.4

Rate264410

Amount 275.6

Hard rock (requiring blasting)

Quantity959.4

Rate645541

Amount 672.86

Hard rock (blasting prohibited)

Quantity110

Rate66352

Amount 603.2

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)

Quantity106.4

Rate537505

Amount 5051.74

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)

Quantity25.32

Rate123945

Amount 4895.75

R.C.C. grade M 30

Quantity145.35

Rate1030704

Amount 7091.19

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

Quantity21.8

Rate1984361

Amount 91013.22

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

Quantity58.13

Rate438171

Amount 7537.53

For height 5 to 10 m

Quantity43.6

Rate337890

Amount 7749.96

For heightabove 10 m

Quantity43.6

Rate351036

Amount 8051.47

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

Quantity21.9

Rate1998193

Amount 91258.36

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

Quantity160

Rate324252

Amount 2026.58

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

Quantity-

Rate-

Amount -

Granular material

Quantity320.21

Rate434364

Amount 1356.5

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

Quantity116.72

Rate150297

Amount 1287.63

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.

Quantity910

Rate455000

Amount 500

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 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

Rate580622

Amount 8435.35

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

Quantity8.6

Rate799680

Amount 92942.91

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

Quantity94.61

Rate13413995

Amount 141785

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity12

Rate18716

Amount 1559.69

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)

Quantity6.33

Rate29784

Amount 4707.45

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

Quantity11.55

Rate137110

Amount 11871.01

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

Rate61205

Amount 4708.13

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

Rate2020

Amount 183.68

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

Rate87684

Amount 7776.89

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

Rate41451

Amount 183.82

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

Rate13020

Amount 57.74

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

Quantity1044.21

Rate2219804

Amount 2125.83

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

Quantity1

Rate2277792

Amount 2277792.13

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

Quantity1

Rate248594

Amount 248594.6

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity110.44

Rate11926

Amount 108

M25 grade concrete

Quantity10.4

Rate1122

Amount 108

M30 grade concrete

Quantity323.56

Rate34944

Amount 108

Bituminous Macadam

Quantity12.76

Rate1378

Amount 108

Premix carpet

Quantity6.09

Rate657

Amount 108

Seal coat

Quantity1.35

Rate146

Amount 108

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity110.44

Rate5963

Amount 54

M25 grade concrete

Quantity10.4

Rate561

Amount 54

M30 grade concrete

Quantity323.56

Rate17472

Amount 54

Bituminous Macadam

Quantity12.76

Rate689

Amount 54

Premix carpet

Quantity6.09

Rate328

Amount 54

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity66.26

Rate3578

Amount 54

M25 grade concrete

Quantity5.2

Rate280

Amount 54

M30 grade concrete

Quantity161.78

Rate8736

Amount 54

Bituminous Macadam

Quantity3.19

Rate172

Amount 54

Seal coat

Quantity1.35

Rate73

Amount 54

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity66.26

Rate3578

Amount 54

M25 grade concrete

Quantity5.2

Rate280

Amount 54

M30 grade concrete

Quantity161.78

Rate8736

Amount 54

Bituminous Macadam

Quantity3.19

Rate172

Amount 54

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity37.96

Rate5623

Amount 148.13

M25 grade concrete

Quantity4.67

Rate691

Amount 148.13

M30 grade concrete

Quantity154.59

Rate22899

Amount 148.13

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity44.17

Rate6543

Amount 148.13

M25 grade concrete

Quantity7.05

Rate1043

Amount 148.13

M30 grade concrete

Quantity255.25

Rate37810

Amount 148.13

Loading steel and stacking

Quantity54.92

Rate8134

Amount 148.13

Unloading steel and stacking

Quantity54.92

Rate8134

Amount 148.13

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.81

Rate137

Amount 168.79

Premix carpet

Quantity0.33

Rate55

Amount 168.79

Seal coat

Quantity0.15

Rate25

Amount 168.79

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.81

Rate118

Amount 145.69

Premix carpet

Quantity0.33

Rate47

Amount 145.69

Seal coat

Quantity0.15

Rate22

Amount 145.69

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 95 Km

Quantity10847.03

Rate45015

Amount 4.15

b) Stone Aggregates lead distance 105 Km

Quantity27875.79

Rate115684

Amount 4.15

c) Sand lead distance 105 Km

Quantity14266.99

Rate59208

Amount 4.15

d) Steel lead distance 95 Km

Quantity3020.45

Rate12534

Amount 4.15

e) Bitumen lead distance 190 Km

Quantity174.74

Rate725

Amount 4.15

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 15 Km

Quantity3153.67

Rate31662

Amount 10.04

c) Sand lead distance 15 Km

Quantity1972.26

Rate19801

Amount 10.04

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

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