Rural Management And Development Department Tender

View complete overview of Sikkim Rural Management And Development Department Tender

Rural Management And Development Department Tender

Works

Civil And Construction

Bridge Construction

Eprocure

North Sikkim, Sikkim

Opening Date1 Feb 2024

Closing Date19 Feb 2024

Tender Amount₹ 25,21,86,000

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Costs

EMD
₹ 63,04,650
Document Cost
₹ 2,00,000
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_CESDA_131703_1
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-1880.6 kBBOQ_207097.xls

BOQ

Document-311.2 MBsbd.pdf

SBD

Document-21.7 MBVVP.pdf

Document-167.2 kBTender_Detail_2024...Tender_Detail_2024_CESDA_131703_1.html

Report Missing Document

BOQ Items

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Quantity-

Rate-

Amount -

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Head Wall

Quantity18.36

Rate18631

Amount 1014.79

Removing Pipe

Quantity15.24

Rate12518

Amount 821.43

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

Quantity54.84

Rate68547

Amount 1249.87

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.

Quantity7036.89

Rate2100510

Amount 298.5

Sub Grade

Quantity8370

Rate2498445

Amount 298.5

Earthen Shoulder

Quantity1046.25

Rate312305

Amount 298.5

Providing crushed run stone aggregate greading conforming to table 400.20 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per Technical Specification Clause 411 to form a layer of sub-base/base. I). Non- Frost susceptible Sub-base

Quantity5103

Rate12933859

Amount 2534.56

Providing crushed run stone aggregate greading conforming to table 400.20 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per Technical Specification Clause 411 to form a layer of sub-base/base

Quantity2746.41

Rate8111665

Amount 2953.55

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

Quantity18309.38

Rate977171

Amount 53.37

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

Quantity18309.38

Rate325540

Amount 17.78

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

Quantity732.38

Rate9353849

Amount 12771.94

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity1108.41

Rate996718

Amount 899.23

Loading & Unloading

Quantity1108.41

Rate217958

Amount 196.64

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity6017.5

Rate1745495

Amount 290.07

Loading & Unloading

Quantity3270.38

Rate205739

Amount 62.91

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity20896.45

Rate6061434

Amount 290.07

Loading & Unloading

Quantity9498.39

Rate1195087

Amount 125.82

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity512.07

Rate292126

Amount 570.48

Loading & Unloading

Quantity278.3

Rate35015

Amount 125.82

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.

Quantity42515.04

Rate6970340

Amount 163.95

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.

Quantity27055.02

Rate7365459

Amount 272.24

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.

Quantity7730.01

Rate14621926

Amount 1891.58

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

Quantity-

Rate-

Amount -

Haulage distance

Quantity92760.08

Rate1924771

Amount 20.75

Loading & Unloading

Quantity46380.04

Rate2504522

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

Rate16014

Amount 16014.35

Fixing of citizen board

Quantity1

Rate16014

Amount 16014.35

Maintenance Information board

Quantity1

Rate16014

Amount 16014.35

i) 900mm equilateral triangle

Quantity12.67

Rate70679

Amount 5579.81

ii) 600mm Circular

Quantity6.33

Rate35336

Amount 5579.81

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

Quantity5

Rate14378

Amount 2875.6

Fixing of 200mtr stone

Quantity19

Rate12603

Amount 663.36

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

Quantity963.5

Rate187940

Amount 195.06

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)

Quantity230

Rate1170230

Amount 5087.96

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.

Quantity930

Rate1928531

Amount 2073.69

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.

Quantity3720

Rate4395924

Amount 1181.7

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity348

Rate198527

Amount 570.48

Loading & Unloading

Quantity348

Rate68430

Amount 196.64

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity499.67

Rate144939

Amount 290.07

Loading & Unloading

Quantity271.56

Rate17083

Amount 62.91

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity1001.05

Rate290375

Amount 290.07

Loading & Unloading

Quantity544.05

Rate34226

Amount 62.91

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity1575.42

Rate456982

Amount 290.07

Loading & Unloading

Quantity716.1

Rate45049

Amount 62.91

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.

Quantity913.12

Rate499193

Amount 546.69

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.

Quantity410.3

Rate2217724

Amount 5405.13

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.

Quantity165.45

Rate1148064

Amount 6939.04

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.

Quantity199.81

Rate1358786

Amount 6800.29

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.

Quantity276

Rate917134

Amount 3322.95

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

Quantity345

Rate517531

Amount 1500.09

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

Quantity34.2

Rate19845

Amount 580.27

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

Quantity2781.66

Rate4148091

Amount 1491.23

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity659.59

Rate376280

Amount 570.48

Loading & Unloading

Quantity659.59

Rate129700

Amount 196.64

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity1361.57

Rate776747

Amount 570.48

Loading & Unloading

Quantity71.39

Rate4491

Amount 62.91

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity379.89

Rate110193

Amount 290.07

Loading & Unloading

Quantity206.46

Rate12988

Amount 62.91

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity6829.96

Rate1981167

Amount 290.07

Loading & Unloading

Quantity3104.53

Rate195305

Amount 62.91

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

Quantity46.16

Rate96248

Amount 2085.11

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

Quantity43.72

Rate304695

Amount 6969.25

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.

Quantity682.24

Rate4888815

Amount 7165.83

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.

Quantity57.32

Rate460654

Amount 8036.54

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.

Quantity82.74

Rate895853

Amount 10827.85

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

Quantity180.08

Rate268540

Amount 1491.23

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

Quantity166.9

Rate37436

Amount 224.3

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity33.78

Rate19268

Amount 570.48

Loading & Unloading

Quantity143.26

Rate28169

Amount 196.64

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity34.36

Rate9966

Amount 290.07

Loading & Unloading

Quantity18.68

Rate1175

Amount 62.91

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity974.87

Rate282781

Amount 290.07

Loading & Unloading

Quantity52.88

Rate3326

Amount 62.91

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity67.28

Rate19515

Amount 290.07

Loading & Unloading

Quantity1056.24

Rate66448

Amount 62.91

LSB 50 m Span Steel Bridge over Shakothang Chu

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

Rate443310

Amount 211.1

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

Rate23290

Amount 129.39

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

Rate64212

Amount 107.02

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

Rate167160

Amount 2228.81

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

Rate122487

Amount 2721.95

(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

Rate130839

Amount 2907.54

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

Rate31778

Amount 68.71

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

Rate10586

Amount 22.89

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

Rate117040

Amount 253.06

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

Rate36768

Amount 79.5

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

Rate17439

Amount 384.34

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

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity211.44

Rate34253

Amount 162

ii) Loading of sand

Quantity31.53

Rate2553

Amount 81

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

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity211.44

Rate17126

Amount 81

iii) Unloading of sand

Quantity31.53

Rate1488

Amount 47.23

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

Rate525

Amount 253.18

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

Quantity2.07

Rate453

Amount 218.53

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

Rate21645

Amount 6.22

b) Aggregates ad distance 105 Km

Quantity22080

Rate137337

Amount 6.22

c) Bitumen ad distance 190 Km

Quantity280.02

Rate1741

Amount 6.22

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15Km

Quantity870

Rate13110

Amount 15.07

b) Aggregates lead distance 15 Km

Quantity5520

Rate83186

Amount 15.07

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)

Quantity541

Rate380804

Amount 703.89

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

Rate181440

Amount 162

i) Loading of aggregates

Quantity634

Rate102708

Amount 162

ii) Loading of sand

Quantity368

Rate29808

Amount 81

Loading and unloading by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of masonry stone

Quantity1120

Rate90720

Amount 81

iii) Unloading of aggregates

Quantity634

Rate51354

Amount 81

iii) Unloading of sand

Quantity368

Rate29808

Amount 81

Loading and unloading of cement by manual means

Quantity-

Rate-

Amount -

i) Loading of cement

Quantity180

Rate39994

Amount 222.19

ii) Unloading of cement

Quantity180

Rate39994

Amount 222.19

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

Rate261240

Amount 6.22

b) Aggregates lead distance 105 Km

Quantity66000

Rate410520

Amount 6.22

c) Cement lead distance 95 Km

Quantity9900

Rate61578

Amount 6.22

d) Masonry stone lead distance 105 Km

Quantity81780

Rate508671

Amount 6.22

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity10500

Rate158235

Amount 15.07

b) Aggregates lead distance 15 Km

Quantity16500

Rate248655

Amount 15.07

c) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

d) Masonry stone lead distance 5.0Km

Quantity6815

Rate102702

Amount 15.07

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

Quantity1722.15

Rate563143

Amount 327

3 m to 6 m depth

Quantity906.75

Rate421711

Amount 465.08

Ordinary rock

Quantity1148.1

Rate474624

Amount 413.4

Hard rock (requiring blasting)

Quantity1148.1

Rate1158765

Amount 1009.29

Hard rock (blasting prohibited)

Quantity153

Rate138434

Amount 904.8

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)

Quantity130.73

Rate660388

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)

Quantity36.76

Rate179943

Amount 4895.75

R.C.C. grade M 30

Quantity259.88

Rate1842823

Amount 7091.19

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

Quantity41.58

Rate3784329

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

Quantity71.89

Rate541850

Amount 7537.53

For height 5 to 10 m

Quantity53.92

Rate417839

Amount 7749.96

For heightabove 10 m

Quantity53.92

Rate434095

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

Quantity28.86

Rate2633442

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

Quantity398.48

Rate540531

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

Quantity132.48

Rate170585

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.

Quantity1080

Rate540000

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

Quantity122.81

Rate1035953

Amount 8435.35

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

Quantity15.35

Rate1426766

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

Quantity179.14

Rate27599279

Amount 154068

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity20

Rate31193

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.

Quantity16.79

Rate130566

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)

Quantity335.78

Rate61722

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)

Quantity335.78

Rate19387

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

Quantity1003.92

Rate2134167

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

Rate4580246

Amount 4580246.4

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

Quantity1

Rate453617

Amount 453617.4

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity139.05

Rate22525

Amount 162

M25 grade concrete

Quantity10.4

Rate1683

Amount 162

M30 grade concrete

Quantity506.16

Rate81998

Amount 162

Bituminous Macadam

Quantity19.01

Rate3078

Amount 162

Premix carpet

Quantity9.07

Rate1468

Amount 162

Seal coat

Quantity2.02

Rate326

Amount 162

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity139.05

Rate11262

Amount 81

M25 grade concrete

Quantity10.4

Rate842

Amount 81

M30 grade concrete

Quantity506.16

Rate40999

Amount 81

Bituminous Macadam

Quantity19.01

Rate1539

Amount 81

Premix carpet

Quantity9.07

Rate734

Amount 81

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity83.43

Rate6757

Amount 81

M25 grade concrete

Quantity5.2

Rate421

Amount 81

M30 grade concrete

Quantity253.08

Rate20499

Amount 81

Bituminous Macadam

Quantity4.75

Rate384

Amount 81

Seal coat

Quantity2.02

Rate163

Amount 81

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity83.43

Rate6757

Amount 81

M25 grade concrete

Quantity5.2

Rate421

Amount 81

M30 grade concrete

Quantity253.08

Rate20499

Amount 81

Bituminous Macadam

Quantity4.75

Rate384

Amount 81

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity47.8

Rate10620

Amount 222.19

M25 grade concrete

Quantity4.67

Rate1036

Amount 222.19

M30 grade concrete

Quantity241.83

Rate53732

Amount 222.19

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity55.62

Rate12357

Amount 222.19

M25 grade concrete

Quantity7.05

Rate1565

Amount 222.19

M30 grade concrete

Quantity399.31

Rate88721

Amount 222.19

Loading steel and stacking

Quantity90.08

Rate20014

Amount 222.19

Unloading steel and stacking

Quantity90.08

Rate20014

Amount 222.19

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity1.21

Rate306

Amount 253.18

Premix carpet

Quantity0.49

Rate124

Amount 253.18

Seal coat

Quantity0.23

Rate57

Amount 253.18

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity1.21

Rate264

Amount 218.53

Premix carpet

Quantity0.49

Rate107

Amount 218.53

Seal coat

Quantity0.23

Rate49

Amount 218.53

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 95 Km

Quantity16186.29

Rate100678

Amount 6.22

b) Stone Aggregates lead distance 105 Km

Quantity41141.29

Rate255898

Amount 6.22

c) Sand lead distance 105 Km

Quantity20908.3

Rate130049

Amount 6.22

d) Steel lead distance 95 Km

Quantity4954.28

Rate30815

Amount 6.22

e) Bitumen lead distance 190 Km

Quantity260.19

Rate1618

Amount 6.22

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 15 Km

Quantity3900.39

Rate58778

Amount 15.07

c) Sand lead distance 15 Km

Quantity2446.04

Rate36861

Amount 15.07

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

60m Span Steel bridge over Kewsey Chu

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

Quantity1981.57

Rate418309

Amount 211.1

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

Rate23290

Amount 129.39

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

Rate64212

Amount 107.02

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

Rate167160

Amount 2228.81

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

Rate122487

Amount 2721.95

(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

Rate130839

Amount 2907.54

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

Rate31778

Amount 68.71

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

Rate10586

Amount 22.89

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

Rate117040

Amount 253.06

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

Rate36768

Amount 79.5

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

Rate17439

Amount 384.34

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

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity211.44

Rate34253

Amount 162

ii) Loading of sand

Quantity31.53

Rate2553

Amount 81

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

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity211.44

Rate17126

Amount 81

iii) Unloading of sand

Quantity31.53

Rate1488

Amount 47.23

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

Rate525

Amount 253.18

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

Quantity2.07

Rate453

Amount 218.53

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

Rate21645

Amount 6.22

b) Aggregates ad distance 105 Km

Quantity22080

Rate137337

Amount 6.22

c) Bitumen ad distance 190 Km

Quantity280.02

Rate1741

Amount 6.22

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15Km

Quantity870

Rate13110

Amount 15.07

b) Aggregates lead distance 15 Km

Quantity5520

Rate83186

Amount 15.07

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

Rate380100

Amount 703.89

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

Rate30073

Amount 192.53

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

Rate181440

Amount 162

i) Loading of aggregates

Quantity634

Rate102708

Amount 162

ii) Loading of sand

Quantity368

Rate29808

Amount 81

Loading and unloading by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of masonry stone

Quantity1120

Rate90720

Amount 81

iii) Unloading of aggregates

Quantity634

Rate51354

Amount 81

iii) Unloading of sand

Quantity368

Rate29808

Amount 81

Loading and unloading of cement by manual means

Quantity-

Rate-

Amount -

i) Loading of cement

Quantity180

Rate39994

Amount 222.19

ii) Unloading of cement

Quantity180

Rate39994

Amount 222.19

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

Rate261240

Amount 6.22

b) Aggregates lead distance 105 Km

Quantity66000

Rate410520

Amount 6.22

c) Cement lead distance 95 Km

Quantity9900

Rate61578

Amount 6.22

d) Masonry stone lead distance 105 Km

Quantity81780

Rate508671

Amount 6.22

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity10500

Rate158235

Amount 15.07

b) Aggregates lead distance 15 Km

Quantity16500

Rate248655

Amount 15.07

c) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

d) Masonry stone lead distance 5.0Km

Quantity6815

Rate102702

Amount 15.07

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

Quantity2031.75

Rate664382

Amount 327

3 m to 6 m depth

Quantity1129.95

Rate525517

Amount 465.08

Ordinary rock

Quantity1354.5

Rate559950

Amount 413.4

Hard rock (requiring blasting)

Quantity1354.5

Rate1367083

Amount 1009.29

Hard rock (blasting prohibited)

Quantity201

Rate181864

Amount 904.8

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)

Quantity220.36

Rate1113216

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)

Quantity49.6

Rate242804

Amount 4895.75

R.C.C. grade M 30

Quantity416.33

Rate2952239

Amount 7091.19

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

Quantity66.61

Rate6062572

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

Quantity124.68

Rate939779

Amount 7537.53

For height 5 to 10 m

Quantity93.51

Rate724698

Amount 7749.96

For heightabove 10 m

Quantity93.51

Rate752892

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

Quantity49.97

Rate4560545

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

Quantity645.98

Rate876265

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

Quantity181.66

Rate233905

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.

Quantity1080

Rate540000

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

Quantity22400

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

Quantity145.41

Rate1226609

Amount 8435.35

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

Quantity18.18

Rate1689423

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

Quantity203.71

Rate31385192

Amount 154068

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity24

Rate37432

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.

Quantity19.54

Rate151952

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)

Quantity390.78

Rate71832

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)

Quantity390.78

Rate22563

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

Quantity1003.82

Rate2133954

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

Rate5222264

Amount 5222264.41

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

Quantity1

Rate574371

Amount 574371.01

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity221.03

Rate35806

Amount 162

M25 grade concrete

Quantity10.4

Rate1683

Amount 162

M30 grade concrete

Quantity786.1

Rate127347

Amount 162

Bituminous Macadam

Quantity22.12

Rate3583

Amount 162

Premix carpet

Quantity10.55

Rate1709

Amount 162

Seal coat

Quantity2.35

Rate379

Amount 162

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity221.03

Rate17903

Amount 81

M25 grade concrete

Quantity10.4

Rate842

Amount 81

M30 grade concrete

Quantity786.1

Rate63673

Amount 81

Bituminous Macadam

Quantity22.12

Rate1791

Amount 81

Premix carpet

Quantity10.55

Rate854

Amount 81

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity132.62

Rate10741

Amount 81

M25 grade concrete

Quantity5.2

Rate421

Amount 81

M30 grade concrete

Quantity393.05

Rate31836

Amount 81

Bituminous Macadam

Quantity5.53

Rate447

Amount 81

Seal coat

Quantity2.35

Rate189

Amount 81

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity132.62

Rate10741

Amount 81

M25 grade concrete

Quantity5.2

Rate421

Amount 81

M30 grade concrete

Quantity393.05

Rate31836

Amount 81

Bituminous Macadam

Quantity5.53

Rate447

Amount 81

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity75.98

Rate16881

Amount 222.19

M25 grade concrete

Quantity4.67

Rate1036

Amount 222.19

M30 grade concrete

Quantity375.58

Rate83449

Amount 222.19

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity88.41

Rate19644

Amount 222.19

M25 grade concrete

Quantity7.05

Rate1565

Amount 222.19

M30 grade concrete

Quantity620.14

Rate137789

Amount 222.19

Loading steel and stacking

Quantity141.5

Rate31440

Amount 222.19

Unloading steel and stacking

Quantity141.5

Rate31440

Amount 222.19

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity1.41

Rate356

Amount 253.18

Premix carpet

Quantity0.57

Rate144

Amount 253.18

Seal coat

Quantity0.27

Rate67

Amount 253.18

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity1.41

Rate307

Amount 218.53

Premix carpet

Quantity0.57

Rate124

Amount 218.53

Seal coat

Quantity0.27

Rate58

Amount 218.53

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 95 Km

Quantity25092.26

Rate156073

Amount 6.22

b) Stone Aggregates lead distance 105 Km

Quantity63151.82

Rate392804

Amount 6.22

c) Sand lead distance 105 Km

Quantity32324.12

Rate201056

Amount 6.22

d) Steel lead distance 95 Km

Quantity7782.57

Rate48407

Amount 6.22

e) Bitumen lead distance 190 Km

Quantity302.81

Rate1883

Amount 6.22

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 15 Km

Quantity6040.12

Rate91024

Amount 15.07

c) Sand lead distance 15 Km

Quantity3803.66

Rate57321

Amount 15.07

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

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