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

Road Construction

Eprocure

West Sikkim, Sikkim

Opening Date31 Jan 2024

Closing Date19 Feb 2024

Tender Amount₹ 9,86,12,100

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Costs

EMD
₹ 24,65,303
Document Cost
₹ 50,000
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_CESDA_131702_21
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-1607.2 kBBOQ_207157.xls

BOQ

Document-311.2 MBsbd.pdf

SBD

Document-21.5 MBPMGSYADDENDUM.pdf

Document-167.1 kBTender_Detail_2024...Tender_Detail_2024_CESDA_131702_21.html

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BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

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

Quantity0.5

Rate44247

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

Quantity18690

Rate55322

Amount 2.96

Dismentaling

Quantity-

Rate-

Amount -

Below foundation

Quantity197.9

Rate406290

Amount 2053.01

Slab

Quantity47.57

Rate68332

Amount 1436.47

Removing Pipe

Quantity7.62

Rate5372

Amount 705.09

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

Quantity996.8

Rate255400

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

Quantity638.39

Rate1075709

Amount 1685.04

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

Quantity1962.45

Rate4254611

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

Quantity19624.5

Rate898998

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

Quantity19624.5

Rate299469

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

Quantity19624.5

Rate4217305

Amount 214.9

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity8929.15

Rate37055

Amount 4.15

Loading & Unloading

Quantity68.69

Rate20348

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

Quantity6860

Rate28469

Amount 4.15

Loading & Unloading

Quantity196

Rate58066

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

Quantity194675.04

Rate807901

Amount 4.15

Loading & Unloading

Quantity2511.94

Rate214720

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity133261.15

Rate553033

Amount 4.15

Loading & Unloading

Quantity661.35

Rate56531

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

Quantity20

Rate138091

Amount 6904.55

Fixing of 5th KM stone

Quantity1

Rate4182

Amount 4182.03

Fixing of Ordinary KM stone

Quantity4

Rate9694

Amount 2423.72

Fixing of 200mtr stone

Quantity20

Rate13949

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

Quantity1004.3

Rate220895

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).

Quantity532

Rate2371331

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

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

Quantity498.4

Rate987046

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)

Quantity2242.8

Rate2308446

Amount 1029.27

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity3535

Rate14670

Amount 4.15

Loading & Unloading

Quantity101

Rate29922

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity12151.91

Rate50430

Amount 4.15

Loading & Unloading

Quantity157.25

Rate13441

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity29923.94

Rate124184

Amount 4.15

Loading & Unloading

Quantity314.99

Rate26925

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity32140.57

Rate133383

Amount 4.15

Loading & Unloading

Quantity417.41

Rate67620

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.

Quantity1395.87

Rate655026

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)

Quantity90.71

Rate98474

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

Quantity82.86

Rate405164

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)

Quantity1083.51

Rate4913649

Amount 4534.92

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

Quantity167.13

Rate213886

Amount 1279.76

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

Quantity74.25

Rate100710

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

Quantity367.5

Rate473204

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

Quantity412

Rate139008

Amount 337.4

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity6098.75

Rate25309

Amount 4.15

Loading & Unloading

Quantity174.25

Rate51623

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity28129.87

Rate116738

Amount 4.15

Loading & Unloading

Quantity364

Rate31114

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity5715.41

Rate23718

Amount 4.15

Loading & Unloading

Quantity73.75

Rate6303

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity49710.79

Rate206299

Amount 4.15

Loading & Unloading

Quantity645.6

Rate104586

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

1X1X1.5

Quantity9

Rate5914269

Amount 657141.01

MRL10-Soreng to Soreng Beech Gaon Jambudara

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.

Quantity18682.5

Rate580652

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

Quantity0.63

Rate55751

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

Quantity23550

Rate69708

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.

Quantity1256

Rate321812

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

Quantity1707.94

Rate2840929

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 (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading

Quantity2472.75

Rate5360946

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

Quantity24727.5

Rate1132766

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

Quantity24727.5

Rate377341

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

Quantity24727.5

Rate5313939

Amount 214.9

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity10548.75

Rate43777

Amount 4.15

Carriage on UnSurface road

Quantity133.53

Rate666

Amount 4.99

Loading & Unloading

Quantity89.02

Rate26372

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity8274.5

Rate34339

Amount 4.15

Carriage on UnSurface road

Quantity370.5

Rate1848

Amount 4.99

Loading & Unloading

Quantity247

Rate73176

Amount 296.26

Stone Chips For CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity188878.54

Rate783845

Amount 4.15

Carriage on UnSurface road

Quantity7358.9

Rate36720

Amount 4.99

Loading & Unloading

Quantity3165.12

Rate270554

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity49728.18

Rate206371

Amount 4.15

Carriage on UnSurface road

Quantity1937.46

Rate9667

Amount 4.99

Loading & Unloading

Quantity833.32

Rate71231

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

Fixing of road cautionary Sign

Quantity-

Rate-

Amount -

i) 900mm equilateral triangle

Quantity25

Rate172613

Amount 6904.55

ii) 600mm Circular

Quantity8.33

Rate51996

Amount 6239.87

Fixing of 5th KM stone

Quantity1

Rate4182

Amount 4182.03

Fixing of Ordinary KM stone

Quantity5

Rate12118

Amount 2423.72

Fixing of 200mtr stone

Quantity25

Rate17436

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

Quantity1263.5

Rate277906

Amount 219.95

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)

Quantity0.08

Rate1316

Amount 16661.06

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).

Quantity150

Rate668608

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

Quantity941

Rate1863584

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)

Quantity2827

Rate2909746

Amount 1029.27

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity4881.01

Rate20256

Amount 4.15

Carriage on Un Surface road

Quantity218.55

Rate1090

Amount 4.99

Loading & Unloading

Quantity145.7

Rate43165

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity14222.38

Rate59022

Amount 4.15

Carriage on Un Surface road

Quantity636.82

Rate3177

Amount 4.99

Loading & Unloading

Quantity230.73

Rate19723

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity27594.14

Rate114515

Amount 4.15

Carriage on Un Surface road

Quantity1075.1

Rate5364

Amount 4.99

Loading & Unloading

Quantity462.41

Rate39526

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity31446.1

Rate130501

Amount 4.15

Carriage on Un Surface road

Quantity1408.03

Rate7026

Amount 4.99

Loading & Unloading

Quantity426.68

Rate69121

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.

Quantity1608.84

Rate754963

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:

Quantity136.28

Rate128548

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

Quantity114.9

Rate561803

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)

Quantity1270.72

Rate5762609

Amount 4534.92

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.

Quantity224.26

Rate1029961

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.

Quantity113.83

Rate244393

Amount 2147.1

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

Quantity165.55

Rate211866

Amount 1279.76

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

Quantity182.7

Rate247808

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

Quantity495.66

Rate638226

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

Quantity126.5

Rate42681

Amount 337.4

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity8620.41

Rate35774

Amount 4.15

Carriage on Un Surface road

Quantity385.99

Rate1926

Amount 4.99

Loading & Unloading

Quantity257.33

Rate76235

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity59342.82

Rate246272

Amount 4.15

Carriage on Un Surface road

Quantity2657.14

Rate13259

Amount 4.99

Loading & Unloading

Quantity647.65

Rate55360

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity67841.86

Rate281543

Amount 4.15

Carriage on Un Surface road

Quantity1872.44

Rate9343

Amount 4.99

Loading & Unloading

Quantity782.08

Rate66852

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity106634.53

Rate442533

Amount 4.15

Carriage on Un Surface road

Quantity4653.38

Rate23220

Amount 4.99

Loading & Unloading

Quantity1410.12

Rate228438

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

(1x1x1.5)

Quantity15

Rate7884539

Amount 525635.97

T10-Soreng SPWD Road to Lower Timberbong

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.

Quantity11182.5

Rate347552

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

Quantity0.3

Rate26371

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

Quantity11182.5

Rate33100

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 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.

Quantity-

Rate-

Amount -

Only Shoulder Portion (Earthen)

Quantity596.4

Rate152809

Amount 256.22

Only Shoulder Portion (GSB)

Quantity863.74

Rate1420190

Amount 1644.23

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

Quantity1174.16

Rate2545597

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

Quantity11741.63

Rate537883

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

Quantity11741.63

Rate179177

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

Quantity11741.63

Rate2523275

Amount 214.9

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity5136.96

Rate21318

Amount 4.15

Loading & Unloading

Quantity41.1

Rate12175

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity3510

Rate14566

Amount 4.15

Loading & Unloading

Quantity117

Rate34662

Amount 296.26

Stone Chips For CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity81533.84

Rate338365

Amount 4.15

Loading & Unloading

Quantity1502.93

Rate128470

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity21466.33

Rate89085

Amount 4.15

Loading & Unloading

Quantity395.69

Rate33823

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

Quantity12

Rate82854

Amount 6904.55

Fixing of Ordinary KM stone

Quantity4

Rate9694

Amount 2423.72

Fixing of 200mtr stone

Quantity12

Rate8369

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

Quantity603.9

Rate132827

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).

Quantity359

Rate1600203

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.

Quantity3168.61

Rate130134

Amount 41.07

Throwing of Spoils

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity792.15

Rate67713

Amount 85.48

Haulage

Quantity7921.53

Rate32874

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

Quantity238.56

Rate472451

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)

Quantity2743.44

Rate2823740

Amount 1029.27

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity3075

Rate12761

Amount 4.15

Loading & Unloading

Quantity102.5

Rate30366

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity9901.62

Rate41091

Amount 4.15

Loading & Unloading

Quantity153.75

Rate13142

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity20464.87

Rate84929

Amount 4.15

Loading & Unloading

Quantity307.74

Rate26305

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity23387.83

Rate97059

Amount 4.15

Loading & Unloading

Quantity425.23

Rate68887

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.

Quantity1047.09

Rate491355

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)

Quantity62.49

Rate67834

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

Quantity52.74

Rate257869

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)

Quantity684.34

Rate3103404

Amount 4534.92

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

Quantity131.32

Rate168060

Amount 1279.76

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

Quantity38.4

Rate52084

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

Quantity244.8

Rate315211

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

Quantity268

Rate90423

Amount 337.4

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity3306

Rate13719

Amount 4.15

Loading & Unloading

Quantity110.2

Rate32647

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity18953.48

Rate78656

Amount 4.15

Loading & Unloading

Quantity230.09

Rate19667

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity3155.46

Rate13095

Amount 4.15

Loading & Unloading

Quantity46.94

Rate4012

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity38344.01

Rate159127

Amount 4.15

Loading & Unloading

Quantity463.45

Rate75078

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

1X1X1.5

Quantity1

Rate649151

Amount 649151.9

1X2X2

Quantity1

Rate750645

Amount 750645.36

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