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

West Sikkim, Sikkim

Opening Date1 Feb 2024

Closing Date19 Feb 2024

Tender Amount₹ 32,32,61,000

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Costs

EMD
₹ 80,81,525
Document Cost
₹ 2,00,000
Tender Fee
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Description

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Contact

Tender Id
2024_CESDA_131703_2
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_207100.xls

BOQ

Document-311.2 MBsbd.pdf

SBD

Document-21.7 MBVVP.pdf

Document-167.1 kBTender_Detail_2024...Tender_Detail_2024_CESDA_131703_2.html

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BOQ Items

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Quantity-

Rate-

Amount -

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Sub Grade

Quantity17650.8

Rate4522487

Amount 256.22

Earthen Shoulder

Quantity2206.35

Rate565311

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.

Quantity6255.01

Rate12780232

Amount 2043.2

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.

Quantity5791.67

Rate13168355

Amount 2273.67

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

Quantity38611.13

Rate1768775

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

Quantity38611.13

Rate594997

Amount 15.41

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

Quantity1544.45

Rate16931812

Amount 10963.04

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity2337.44

Rate1474387

Amount 630.77

Loading & Unloading

Quantity2337.44

Rate394535

Amount 168.79

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity10104.23

Rate3186773

Amount 315.39

Loading & Unloading

Quantity5491.43

Rate296537

Amount 54

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity32068.27

Rate10114010

Amount 315.39

Loading & Unloading

Quantity14576.49

Rate1574260

Amount 108

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity1079.88

Rate367471

Amount 340.29

Loading & Unloading

Quantity586.89

Rate63384

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.

Quantity88134.89

Rate12403222

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.

Quantity56085.84

Rate13106138

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.

Quantity16024.53

Rate26018540

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

Quantity192294.3

Rate3990106

Amount 20.75

Loading & Unloading

Quantity96147.15

Rate5191946

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

Quantity26.67

Rate127722

Amount 4789.54

ii) 600mm Circular

Quantity13.33

Rate63858

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 5th KM stone

Quantity1

Rate4213

Amount 4213.42

Fixing of Ordinary KM stone

Quantity9

Rate22214

Amount 2468.32

Fixing of 200mtr stone

Quantity40

Rate22776

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

Quantity1997.5

Rate334441

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)

Quantity450

Rate1965307

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.

Quantity1961.2

Rate3490916

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.

Quantity7844.8

Rate7957255

Amount 1014.34

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity733

Rate249432

Amount 340.29

Loading & Unloading

Quantity733

Rate123722

Amount 168.79

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity1053.71

Rate332330

Amount 315.39

Loading & Unloading

Quantity572.67

Rate30924

Amount 54

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity2111.04

Rate665799

Amount 315.39

Loading & Unloading

Quantity1147.3

Rate61954

Amount 54

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity3322.27

Rate1047811

Amount 315.39

Loading & Unloading

Quantity1510.12

Rate81546

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.

Quantity2008.27

Rate942400

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.

Quantity917.67

Rate4257617

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.

Quantity417.22

Rate2485082

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.

Quantity330.13

Rate1926992

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.

Quantity576

Rate1642936

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

Quantity690

Rate888464

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

Quantity66.7

Rate33221

Amount 498.08

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

Quantity6014.21

Rate7698374

Amount 1280.03

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity1471.13

Rate500609

Amount 340.29

Loading & Unloading

Quantity1471.13

Rate248310

Amount 168.79

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity3335.96

Rate1135193

Amount 340.29

Loading & Unloading

Quantity159.67

Rate8622

Amount 54

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity822.65

Rate259454

Amount 315.39

Loading & Unloading

Quantity447.09

Rate24142

Amount 54

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity15342.01

Rate4838715

Amount 315.39

Loading & Unloading

Quantity6973.64

Rate376576

Amount 54

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

Quantity100.85

Rate180501

Amount 1789.8

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

Quantity94.75

Rate566812

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.

Quantity1466.47

Rate9020154

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.

Quantity126.44

Rate872223

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.

Quantity183.23

Rate1702992

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.

Quantity394.55

Rate505035

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.

Quantity362.99

Rate69886

Amount 192.53

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity337.16

Rate114732

Amount 340.29

Loading & Unloading

Quantity337.16

Rate56909

Amount 168.79

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity794.46

Rate250564

Amount 315.39

Loading & Unloading

Quantity46.7

Rate2521

Amount 54

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity3960.76

Rate1249184

Amount 315.39

Loading & Unloading

Quantity132.2

Rate7138

Amount 54

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity168.2

Rate53048

Amount 315.39

Loading & Unloading

Quantity2258.22

Rate121943

Amount 54

70m Span steel bridge over Noth 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 -

20m Span Steel Bridge Over Rongyong

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)

Quantity201

Rate94321

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)

Quantity20.12

Rate101389

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)

Quantity307.6

Rate1517544

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

Quantity168

Rate216321

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

Quantity6.76

Rate31151

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

Quantity62.48

Rate1202

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

Quantity50

Rate17647

Amount 352.95

Loading and unloading by manual means

Quantity-

Rate-

Amount -

i) Loading of masonry stone

Quantity364.8

Rate39398

Amount 108

i) Loading of aggregates

Quantity223.2

Rate24105

Amount 108

ii) Loading of sand

Quantity121.6

Rate6566

Amount 54

Loading and unloading by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of masonry stone

Quantity364.8

Rate19699

Amount 54

iii) Unloading of aggregates

Quantity223.2

Rate12052

Amount 54

iii) Unloading of sand

Quantity121.6

Rate6566

Amount 54

Loading and unloading of cement by manual means

Quantity-

Rate-

Amount -

i) Loading of cement

Quantity59.6

Rate8828

Amount 148.13

ii) Unloading of cement

Quantity59.6

Rate8828

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

Quantity12000

Rate49800

Amount 4.15

b) Aggregates lead distance 105 Km

Quantity21600

Rate89640

Amount 4.15

c) Cement lead distance 95 Km

Quantity3278

Rate13603

Amount 4.15

d) Masonry stone lead distance 105 Km

Quantity27720

Rate115038

Amount 4.15

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity3000

Rate30120

Amount 10.04

b) Aggregates lead distance 15 Km

Quantity5400

Rate54216

Amount 10.04

c) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

d) Masonry stone lead distance 5.0Km

Quantity2310

Rate23192

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

Quantity876.06

Rate190981

Amount 218

3 m to 6 m depth

Quantity232.3

Rate72024

Amount 310.05

Ordinary rock

Quantity584.04

Rate160961

Amount 275.6

Hard rock (requiring blasting)

Quantity584.04

Rate392977

Amount 672.86

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)

Quantity95.2

Rate480925

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)

Quantity22.19

Rate108612

Amount 4895.75

R.C.C. grade M 30

Quantity126.99

Rate900510

Amount 7091.19

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

Quantity16.51

Rate1502537

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

Quantity58.65

Rate442098

Amount 7537.53

For height 5 to 10 m

Quantity43.99

Rate340912

Amount 7749.96

For heightabove 10 m

Quantity43.99

Rate354176

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

Quantity19.15

Rate1747141

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

Quantity304.59

Rate413176

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

Quantity113.32

Rate145909

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.

Quantity790

Rate395000

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

Quantity48.48

Rate408928

Amount 8435.35

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

Quantity6.06

Rate563234

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

Quantity46.1

Rate6536288

Amount 141785

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity8

Rate12477

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.

Quantity8.53

Rate66297

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)

Quantity170.5

Rate31341

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)

Quantity170.5

Rate9844

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

Quantity1072.71

Rate2280405

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

Rate1178769

Amount 1178769.95

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

Quantity1

Rate158306

Amount 158306.63

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity98.97

Rate10688

Amount 108

M25 grade concrete

Quantity10.4

Rate1122

Amount 108

M30 grade concrete

Quantity289.89

Rate31308

Amount 108

Bituminous Macadam

Quantity9.65

Rate1042

Amount 108

Premix carpet

Quantity4.6

Rate497

Amount 108

Seal coat

Quantity1.02

Rate110

Amount 108

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity98.97

Rate5344

Amount 54

M25 grade concrete

Quantity10.4

Rate561

Amount 54

M30 grade concrete

Quantity289.89

Rate15654

Amount 54

Bituminous Macadam

Quantity9.65

Rate521

Amount 54

Premix carpet

Quantity4.6

Rate248

Amount 54

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity59.38

Rate3206

Amount 54

M25 grade concrete

Quantity5.2

Rate280

Amount 54

M30 grade concrete

Quantity144.95

Rate7827

Amount 54

Bituminous Macadam

Quantity2.41

Rate130

Amount 54

Seal coat

Quantity1.02

Rate55

Amount 54

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity59.38

Rate3206

Amount 54

M25 grade concrete

Quantity5.2

Rate280

Amount 54

M30 grade concrete

Quantity144.95

Rate7827

Amount 54

Bituminous Macadam

Quantity2.41

Rate130

Amount 54

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity34.02

Rate5039

Amount 148.13

M25 grade concrete

Quantity4.67

Rate691

Amount 148.13

M30 grade concrete

Quantity138.5

Rate20516

Amount 148.13

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity39.59

Rate5864

Amount 148.13

M25 grade concrete

Quantity7.05

Rate1043

Amount 148.13

M30 grade concrete

Quantity228.69

Rate33875

Amount 148.13

Loading steel and stacking

Quantity43.8

Rate6487

Amount 148.13

Unloading steel and stacking

Quantity43.8

Rate6487

Amount 148.13

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate103

Amount 168.79

Premix carpet

Quantity0.25

Rate42

Amount 168.79

Seal coat

Quantity0.12

Rate19

Amount 168.79

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate89

Amount 145.69

Premix carpet

Quantity0.25

Rate36

Amount 145.69

Seal coat

Quantity0.12

Rate16

Amount 145.69

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 95 Km

Quantity9745.43

Rate40443

Amount 4.15

b) Stone Aggregates lead distance 105 Km

Quantity24871.84

Rate103218

Amount 4.15

c) Sand lead distance 105 Km

Quantity12777.57

Rate53026

Amount 4.15

d) Steel lead distance 95 Km

Quantity2408.97

Rate9997

Amount 4.15

e) Bitumen lead distance 190 Km

Quantity132.12

Rate548

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

Quantity2854.42

Rate28658

Amount 10.04

c) Sand lead distance 15 Km

Quantity1782.39

Rate17895

Amount 10.04

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

20m Span Steel Bridge Over Koduk 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

Quantity840

Rate118213

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.

Quantity240

Rate17124

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.

Quantity30

Rate44576

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.

Quantity18

Rate32663

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.

Quantity18

Rate34890

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.

Quantity185

Rate8474

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.

Quantity185

Rate2823

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

Quantity185

Rate31211

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)

Quantity185

Rate9805

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.

Quantity18.15

Rate4650

Amount 256.22

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

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity84.58

Rate9134

Amount 108

ii) Loading of sand

Quantity12.61

Rate680

Amount 54

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

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity84.58

Rate4567

Amount 54

iii) Unloading of sand

Quantity12.61

Rate396

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

Quantity0.83

Rate140

Amount 168.79

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

Quantity0.83

Rate120

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

Quantity1380

Rate5727

Amount 4.15

b) Aggregates ad distance 105 Km

Quantity8820

Rate36603

Amount 4.15

c) Bitumen ad distance 190 Km

Quantity112.01

Rate464

Amount 4.15

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15Km

Quantity345

Rate3463

Amount 10.04

b) Aggregates lead distance 15 Km

Quantity2205

Rate22138

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)

Quantity201

Rate94321

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)

Quantity20.12

Rate101389

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)

Quantity307.6

Rate1517544

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

Quantity168

Rate216321

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

Quantity6.76

Rate31151

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

Quantity62.48

Rate1202

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

Quantity50

Rate17647

Amount 352.95

Loading and unloading by manual means

Quantity-

Rate-

Amount -

i) Loading of masonry stone

Quantity364.8

Rate39398

Amount 108

i) Loading of aggregates

Quantity223.2

Rate24105

Amount 108

ii) Loading of sand

Quantity121.6

Rate6566

Amount 54

Loading and unloading by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of masonry stone

Quantity364.8

Rate19699

Amount 54

iii) Unloading of aggregates

Quantity223.2

Rate12052

Amount 54

iii) Unloading of sand

Quantity121.6

Rate6566

Amount 54

Loading and unloading of cement by manual means

Quantity-

Rate-

Amount -

i) Loading of cement

Quantity59.6

Rate8828

Amount 148.13

ii) Unloading of cement

Quantity59.6

Rate8828

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

Quantity12000

Rate49800

Amount 4.15

b) Aggregates lead distance 105 Km

Quantity21600

Rate89640

Amount 4.15

c) Cement lead distance 95 Km

Quantity3278

Rate13603

Amount 4.15

d) Masonry stone lead distance 105 Km

Quantity27720

Rate115038

Amount 4.15

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity3000

Rate30120

Amount 10.04

b) Aggregates lead distance 15 Km

Quantity5400

Rate54216

Amount 10.04

c) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

d) Masonry stone lead distance 5.0Km

Quantity2310

Rate23192

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

Quantity991.98

Rate216251

Amount 218

3 m to 6 m depth

Quantity333.25

Rate103322

Amount 310.05

Ordinary rock

Quantity661.32

Rate182259

Amount 275.6

Hard rock (requiring blasting)

Quantity661.32

Rate444975

Amount 672.86

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)

Quantity95.2

Rate480925

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)

Quantity22.19

Rate108612

Amount 4895.75

R.C.C. grade M 30

Quantity126.99

Rate900510

Amount 7091.19

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

Quantity19.05

Rate1733710

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

Quantity58.65

Rate442091

Amount 7537.53

For height 5 to 10 m

Quantity43.99

Rate340912

Amount 7749.96

For heightabove 10 m

Quantity43.99

Rate354176

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

Quantity22.09

Rate2015988

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

Quantity304.59

Rate413176

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

Quantity113.32

Rate145909

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.

Quantity790

Rate395000

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

Quantity48.48

Rate408928

Amount 8435.35

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

Quantity6.06

Rate563234

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

Quantity46.1

Rate6536288

Amount 141785

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity8

Rate12477

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.

Quantity8.53

Rate66297

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)

Quantity170.5

Rate31341

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)

Quantity170.5

Rate9844

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

Quantity1072.71

Rate2280405

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

Rate1178769

Amount 1178769.95

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

Quantity1

Rate164604

Amount 164604.78

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity98.97

Rate10688

Amount 108

M25 grade concrete

Quantity10.4

Rate1122

Amount 108

M30 grade concrete

Quantity289.89

Rate31308

Amount 108

Bituminous Macadam

Quantity9.65

Rate1042

Amount 108

Premix carpet

Quantity4.6

Rate497

Amount 108

Seal coat

Quantity1.02

Rate110

Amount 108

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity98.97

Rate5344

Amount 54

M25 grade concrete

Quantity10.4

Rate561

Amount 54

M30 grade concrete

Quantity289.89

Rate15654

Amount 54

Bituminous Macadam

Quantity9.65

Rate521

Amount 54

Premix carpet

Quantity4.6

Rate248

Amount 54

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity59.38

Rate3206

Amount 54

M25 grade concrete

Quantity5.2

Rate280

Amount 54

M30 grade concrete

Quantity144.95

Rate7827

Amount 54

Bituminous Macadam

Quantity2.41

Rate130

Amount 54

Seal coat

Quantity1.02

Rate55

Amount 54

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity59.38

Rate3206

Amount 54

M25 grade concrete

Quantity5.2

Rate280

Amount 54

M30 grade concrete

Quantity144.95

Rate7827

Amount 54

Bituminous Macadam

Quantity2.41

Rate130

Amount 54

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity34.02

Rate5039

Amount 148.13

M25 grade concrete

Quantity4.67

Rate691

Amount 148.13

M30 grade concrete

Quantity138.5

Rate20516

Amount 148.13

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity39.59

Rate5864

Amount 148.13

M25 grade concrete

Quantity7.05

Rate1043

Amount 148.13

M30 grade concrete

Quantity228.69

Rate33875

Amount 148.13

Loading steel and stacking

Quantity49.56

Rate7341

Amount 148.13

Unloading steel and stacking

Quantity49.56

Rate7341

Amount 148.13

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate103

Amount 168.79

Premix carpet

Quantity0.25

Rate42

Amount 168.79

Seal coat

Quantity0.12

Rate19

Amount 168.79

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate89

Amount 145.69

Premix carpet

Quantity0.25

Rate36

Amount 145.69

Seal coat

Quantity0.12

Rate16

Amount 145.69

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 95 Km

Quantity9745.43

Rate40443

Amount 4.15

b) Stone Aggregates lead distance 105 Km

Quantity24871.84

Rate103218

Amount 4.15

c) Sand lead distance 105 Km

Quantity12777.57

Rate53026

Amount 4.15

d) Steel lead distance 95 Km

Quantity2725.74

Rate11311

Amount 4.15

e) Bitumen lead distance 190 Km

Quantity132.12

Rate548

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

Quantity2854.42

Rate28658

Amount 10.04

c) Sand lead distance 15 Km

Quantity1782.39

Rate17895

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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