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

Civil Works Others

Eprocure

East Sikkim, Sikkim

Opening Date31 Jan 2024

Closing Date19 Feb 2024

Tender Amount₹ 9,15,47,800

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Costs

EMD
₹ 22,88,695
Document Cost
₹ 50,000
Tender Fee
Refer Documents

Description

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Tender Id
2024_CESDA_131702_23
Bid Award Id
View
Tender No
SKPMGSY III
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-14.1 MBTendernotice_1.pdf

NIT

BOQ-1601.6 kBBOQ_207159.xls

BOQ

Corrigendum-1355.3 kBCorrigendum.pdf

Document-311.2 MBsbd30.pdf

SBD

Document-21.5 MBPMGSYADDENDUM.pdf

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BOQ Items

DO_NOT_SHOW

Quantity-

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Amount -

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Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1

Quantity21682.5

Rate64180

Amount 2.96

Construction shoulders with approved material 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

Quantity-

Rate-

Amount -

Only Shoulder Portion (Earthen)

Quantity1156.4

Rate296292

Amount 256.22

Only Shoulder Portion (GSB)

Quantity578.2

Rate1030832

Amount 1782.83

Profile Correction 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

Quantity2863.03

Rate733565

Amount 256.22

Dismentaling

Quantity-

Rate-

Amount -

Below foundation

Quantity12.92

Rate26524

Amount 2053.01

Slab

Quantity-

Rate-

Amount -

Removing Pipe

Quantity7.62

Rate5372

Amount 705.09

Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading

Quantity-

Rate-

Amount -

CTSB

Quantity2845.83

Rate5832239

Amount 2049.4

CTB

Quantity2276.66

Rate4935828

Amount 2168.01

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

Quantity22766.63

Rate1042939

Amount 45.81

TACK COAT-

Quantity-

Rate-

Amount -

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

Quantity22766.63

Rate347418

Amount 15.26

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge

Quantity22766.63

Rate4892547

Amount 214.9

Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity8366.74

Rate34721

Amount 4.15

Loading & Unloading

Quantity79.68

Rate23606

Amount 296.26

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (4% of Cement in CTSB )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity9106.65

Rate37792

Amount 4.15

Loading & Unloading

Quantity227.67

Rate67448

Amount 296.26

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity9106.65

Rate37792

Amount 4.15

Loading & Unloading

Quantity227.67

Rate67448

Amount 296.26

Stone Chips For CTSB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity225844.92

Rate937256

Amount 4.15

Loading & Unloading

Quantity3642.66

Rate311374

Amount 85.48

Stone Chips For CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity180675.94

Rate749805

Amount 4.15

Loading & Unloading

Quantity2914.13

Rate249099

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity47568.59

Rate197409

Amount 4.15

Loading & Unloading

Quantity767.24

Rate65583

Amount 85.48

Road Furniture

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate14388

Amount 14388.58

Fixing of citizen board

Quantity2

Rate28777

Amount 14388.58

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

900mm equilateral triangle

Quantity23

Rate158804

Amount 6904.55

Fixing of 5th KM stone

Quantity1

Rate4182

Amount 4182.03

Fixing of Ordinary KM stone

Quantity6

Rate14542

Amount 2423.72

Fixing of 200mtr stone

Quantity23

Rate16041

Amount 697.45

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

Quantity1168.4

Rate256989

Amount 219.95

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).

Quantity141.5

Rate630720

Amount 4457.39

Slip Clearance

Quantity-

Rate-

Amount -

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

Quantity4710.43

Rate193457

Amount 41.07

Throwing of Spoils

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity1162.28

Rate99351

Amount 85.48

Haulage

Quantity11622.81

Rate48234

Amount 4.15

H.S. Drain

Quantity-

Rate-

Amount -

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. As per Clause 13.2 of SOR other works

Quantity-

Rate-

Amount -

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. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling)

Quantity5782

Rate5951239

Amount 1029.27

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity7480

Rate31042

Amount 4.15

Loading & Unloading

Quantity187

Rate55400

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity15000.82

Rate62253

Amount 4.15

Loading & Unloading

Quantity271.75

Rate23229

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity37909.68

Rate157325

Amount 4.15

Loading & Unloading

Quantity543.51

Rate46459

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity60103.89

Rate249431

Amount 4.15

Loading & Unloading

Quantity780.57

Rate126452

Amount 162

Protection Work

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 andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.

Quantity1228.35

Rate576415

Amount 469.26

Stone Soiling for road works Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:

Quantity97.28

Rate105601

Amount 1085.58

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base

Quantity67.36

Rate329345

Amount 4889.63

Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)

Quantity1203.82

Rate5459231

Amount 4534.92

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

Quantity145.05

Rate185629

Amount 1279.76

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

Quantity164.85

Rate223597

Amount 1356.37

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

Quantity372.84

Rate480079

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

Quantity517

Rate174435

Amount 337.4

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity7526

Rate31232

Amount 4.15

Loading & Unloading

Quantity188.15

Rate55741

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity24596.92

Rate102077

Amount 4.15

Loading & Unloading

Quantity392.8

Rate33576

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity3983.73

Rate16532

Amount 4.15

Loading & Unloading

Quantity59.95

Rate5124

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity76198.33

Rate316223

Amount 4.15

a

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity989.59

Rate160313

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

1X1X1.5

Quantity5

Rate3443620

Amount 688724.18

1X2X2

Quantity2

Rate1528873

Amount 764436.99

T27-Gyaba Golai to Tikjek

Quantity-

Rate-

Amount -

Flexiable Pavement

Quantity-

Rate-

Amount -

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Quantity13860

Rate430768

Amount 31.08

Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means

Quantity0.37

Rate32742

Amount 88494.12

Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1

Quantity13860

Rate41025

Amount 2.96

Dismentaling

Quantity-

Rate-

Amount -

Below foundation

Quantity61.66

Rate126588

Amount 2053.01

Slab

Quantity15.86

Rate22782

Amount 1436.47

Construction of Subgrade and earthen shoulders with approved

Quantity739.2

Rate189397

Amount 256.22

Construction shoulders with approved material 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

Quantity-

Rate-

Amount -

Only Shoulder Portion

Quantity369.6

Rate664204

Amount 1797.09

Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading

Quantity1441.44

Rate3125056

Amount 2168.01

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

Quantity14553

Rate666672

Amount 45.81

TACK COAT-

Quantity-

Rate-

Amount -

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

Quantity14553

Rate222078

Amount 15.26

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge

Quantity14553

Rate3127439

Amount 214.9

Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity6112.26

Rate25365

Amount 4.15

Loading & Unloading

Quantity50.94

Rate15090

Amount 296.26

Cost of Haulage for Stock materials Excluding Loading and Unloading(5% Cement)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity11520

Rate47808

Amount 4.15

Loading & Unloading

Quantity144

Rate42661

Amount 296.26

Stone Chips For CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity142990.85

Rate593412

Amount 4.15

Loading & Unloading

Quantity1845.04

Rate157714

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity38008.8

Rate157736

Amount 4.15

Loading & Unloading

Quantity490.44

Rate41922

Amount 85.48

Road Furniture

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate14388

Amount 14388.58

Fixing of citizen board

Quantity2

Rate28777

Amount 14388.58

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

900mm equilateral triangle

Quantity20

Rate138091

Amount 6904.55

Fixing of Ordinary KM stone

Quantity7

Rate16966

Amount 2423.72

Fixing of 200mtr stone

Quantity15

Rate10461

Amount 697.45

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

Quantity746.7

Rate164236

Amount 219.95

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).

Quantity292.14

Rate1302181

Amount 4457.39

Slip Clearance

Quantity-

Rate-

Amount -

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

Quantity5959.52

Rate244757

Amount 41.07

Throwing of Spoils

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity1489.88

Rate158925

Amount 106.67

Haulage

Quantity14898.79

Rate101758

Amount 6.83

H.S. Drain

Quantity-

Rate-

Amount -

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. As per Clause 13.2 of SOR other works

Quantity369.6

Rate731966

Amount 1980.43

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. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling)

Quantity1848

Rate1902090

Amount 1029.27

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity6480

Rate26892

Amount 4.15

Loading & Unloading

Quantity81

Rate23997

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity9221.67

Rate38269

Amount 4.15

Loading & Unloading

Quantity125.29

Rate10710

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity23841.05

Rate98940

Amount 4.15

Loading & Unloading

Quantity250.96

Rate21451

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity29434.94

Rate122155

Amount 4.15

Loading & Unloading

Quantity334.49

Rate54187

Amount 162

Protection Work

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 andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.

Quantity682.53

Rate320281

Amount 469.26

Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)

Quantity51.11

Rate55488

Amount 1085.58

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base

Quantity48.64

Rate237807

Amount 4889.63

Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)

Quantity673.26

Rate3053157

Amount 4534.92

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

Quantity70.58

Rate90330

Amount 1279.76

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

Quantity63.9

Rate86672

Amount 1356.37

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

Quantity212.04

Rate273029

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

Quantity267

Rate90085

Amount 337.4

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity8608

Rate35723

Amount 4.15

Loading & Unloading

Quantity107.6

Rate31877

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity16547.86

Rate68673

Amount 4.15

Loading & Unloading

Quantity224.84

Rate19218

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity3354.59

Rate13921

Amount 4.15

Loading & Unloading

Quantity43.29

Rate3700

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity42568.68

Rate176660

Amount 4.15

Loading & Unloading

Quantity483.74

Rate78365

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

1X2X2

Quantity2

Rate1536127

Amount 768063.75

MRL04-Geyzing (Sakyong) Road to Kabirthang

Quantity-

Rate-

Amount -

Flexiable Pavement

Quantity-

Rate-

Amount -

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Quantity14861.25

Rate461887

Amount 31.08

Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means

Quantity0.4

Rate35043

Amount 88494.12

Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1

Quantity14861.25

Rate43989

Amount 2.96

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. Only Shoulder Portion (GSB)

Quantity792.6

Rate203079

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.

Quantity526.34

Rate875491

Amount 1663.37

Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base

Quantity1560.44

Rate3383043

Amount 2168.01

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

Quantity15604.31

Rate714833

Amount 45.81

TACK COAT-

Quantity-

Rate-

Amount -

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

Quantity15604.31

Rate238121

Amount 15.26

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge

Quantity15604.31

Rate3353366

Amount 214.9

Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity6656.8

Rate27625

Amount 4.15

Carriage on Un Surface road

Quantity84.26

Rate420

Amount 4.99

Loading & Unloading

Quantity56.18

Rate16642

Amount 296.26

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity12246

Rate50820

Amount 4.15

Carriage on Un Surface road

Quantity234

Rate1167

Amount 4.99

Loading & Unloading

Quantity156

Rate46216

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity366864.86

Rate1522489

Amount 4.15

Carriage on Un Surface road

Quantity4643.86

Rate23172

Amount 4.99

Loading & Unloading

Quantity1997.36

Rate170734

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity96588.32

Rate400841

Amount 4.15

Carriage on Un Surface road

Quantity1222.64

Rate6100

Amount 4.99

Loading & Unloading

Quantity525.87

Rate44950

Amount 85.48

Road Furniture

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate14388

Amount 14388.58

Fixing of citizen board

Quantity2

Rate28777

Amount 14388.58

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

i) 900mm equilateral triangle

Quantity16

Rate110472

Amount 6904.55

ii) 600mm Circular

Quantity5.33

Rate33277

Amount 6239.87

Fixing of Ordinary KM stone

Quantity4

Rate9694

Amount 2423.72

Fixing of 200mtr stone

Quantity16

Rate11159

Amount 697.45

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

Quantity800.1

Rate175982

Amount 219.95

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).

Quantity137

Rate610662

Amount 4457.39

Slip Clearance

Quantity-

Rate-

Amount -

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

Quantity5959.3

Rate244748

Amount 41.07

H.S. Drain

Quantity-

Rate-

Amount -

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. As per Clause 13.2 of SOR other works

Quantity792.6

Rate1569688

Amount 1980.43

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. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling)

Quantity2060.76

Rate2121078

Amount 1029.27

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity8821.42

Rate36608

Amount 4.15

Carriage on Un Surface road

Quantity168.56

Rate841

Amount 4.99

Loading & Unloading

Quantity112.38

Rate33292

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity11051.2

Rate45862

Amount 4.15

Carriage on Un Surface road

Quantity494.83

Rate2469

Amount 4.99

Loading & Unloading

Quantity179.29

Rate15325

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity66006.34

Rate273926

Amount 4.15

Carriage on Un Surface road

Quantity835.52

Rate4169

Amount 4.99

Loading & Unloading

Quantity359.37

Rate30718

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity24101.87

Rate100022

Amount 4.15

Carriage on Un Surface road

Quantity1079.19

Rate5385

Amount 4.99

Loading & Unloading

Quantity327.03

Rate52978

Amount 162

Protection Work

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 andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.

Quantity513.55

Rate240988

Amount 469.26

Stone Soiling for road works Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:Manual means

Quantity55.9

Rate52728

Amount 943.28

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base

Quantity46.18

Rate225808

Amount 4889.63

Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)

Quantity539.31

Rate2445714

Amount 4534.92

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

Quantity46.35

Rate59316

Amount 1279.76

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

Quantity91.83

Rate124555

Amount 1356.37

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

Quantity161.16

Rate207514

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

Quantity237

Rate79963

Amount 337.4

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 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.

Quantity101.94

Rate468163

Amount 4592.67

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each.

Quantity51.74

Rate111088

Amount 2147.1

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity7516.22

Rate31192

Amount 4.15

Carriage on Un Surface road

Quantity143.62

Rate716

Amount 4.99

Loading & Unloading

Quantity95.75

Rate28366

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity24490.51

Rate101635

Amount 4.15

Carriage on Un Surface road

Quantity1096.59

Rate5471

Amount 4.99

Loading & Unloading

Quantity275.35

Rate23536

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity52030.11

Rate215924

Amount 4.15

Carriage on Un Surface road

Quantity658.61

Rate3286

Amount 4.99

Loading & Unloading

Quantity279.31

Rate23875

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity44473.28

Rate184564

Amount 4.15

Carriage on Un Surface road

Quantity1991.34

Rate9936

Amount 4.99

Loading & Unloading

Quantity603.44

Rate97756

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

1X1X1.5

Quantity9

Rate5064044

Amount 562671.66

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