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

South Sikkim, Sikkim

Opening Date31 Jan 2024

Closing Date19 Feb 2024

Tender Amount₹ 13,73,35,300

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Costs

EMD
₹ 34,33,383
Document Cost
₹ 1,00,000
Tender Fee
Refer Documents

Description

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Tender Id
2024_CESDA_131702_11
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-1528.4 kBBOQ_207146.xls

BOQ

Document-211.2 MBsbd.pdf

SBD

Document-167.1 kBTender_Detail_2024...Tender_Detail_2024_CESDA_131702_11.html

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BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

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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

Quantity1.35

Rate119821

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

Quantity50730

Rate150160

Amount 2.96

Dismentaling

Quantity-

Rate-

Amount -

Below foundation

Quantity30.83

Rate63294

Amount 2053.01

Slab

Quantity7.93

Rate11391

Amount 1436.47

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.

Quantity1339.27

Rate2299704

Amount 1717.13

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

Quantity5326.65

Rate11548230

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

Quantity53266.5

Rate2440138

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

Quantity53266.5

Rate812846

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

Quantity53266.5

Rate11446970

Amount 214.9

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity22723.49

Rate94302

Amount 4.15

Carriage on Un Surface road

Quantity287.64

Rate1435

Amount 4.99

Loading & Unloading

Quantity191.76

Rate56810

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

Quantity23185.5

Rate96219

Amount 4.15

Carriage on Un Surface road

Quantity799.5

Rate3989

Amount 4.99

Loading & Unloading

Quantity533

Rate157906

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity565391.94

Rate2346376

Amount 4.15

Carriage on Un Surface road

Quantity15852.11

Rate79102

Amount 4.99

Loading & Unloading

Quantity6818.11

Rate582812

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity148857.1

Rate617756

Amount 4.15

Carriage on Un Surface road

Quantity4173.56

Rate20826

Amount 4.99

Loading & Unloading

Quantity1795.08

Rate153443

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

Quantity44

Rate303800

Amount 6904.55

ii) 600mm Circular

Quantity14.67

Rate91520

Amount 6239.87

Fixing of 5th KM stone

Quantity2

Rate8364

Amount 4182.03

Fixing of Ordinary KM stone

Quantity12

Rate29084

Amount 2423.72

Fixing of 200mtr stone

Quantity54

Rate37662

Amount 697.45

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

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

Quantity2713.1

Rate596746

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).

Quantity334.5

Rate1490996

Amount 4457.39

Slip Clearance

Quantity-

Rate-

Amount -

Slip Clearance

Quantity9731.12

Rate399657

Amount 41.07

Carriage

Quantity319725.6

Rate1326861

Amount 4.15

H.S. Drain

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)

Quantity10035

Rate10328724

Amount 1029.27

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity14099.68

Rate58513

Amount 4.15

Carriage on Un Surface road

Quantity486.2

Rate2426

Amount 4.99

Loading & Unloading

Quantity324.13

Rate96027

Amount 296.26

head load

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity37750.47

Rate156664

Amount 4.15

Carriage on Un Surface road

Quantity1301.74

Rate6495

Amount 4.99

Loading & Unloading

Quantity471.65

Rate40316

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity78222.32

Rate324622

Amount 4.15

Carriage on Un Surface road

Quantity2193.15

Rate10943

Amount 4.99

Loading & Unloading

Quantity943.29

Rate80632

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity96995.3

Rate402530

Amount 4.15

Carriage on Un Surface road

Quantity3344.67

Rate16689

Amount 4.99

Loading & Unloading

Quantity1013.54

Rate164192

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.

Quantity4980.8

Rate2337288

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:

Quantity417.34

Rate393671

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

Quantity407.62

Rate1993130

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)

Quantity5327.7

Rate24160693

Amount 4534.92

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

Quantity485.38

Rate621172

Amount 1279.76

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

Quantity612

Rate830098

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

Quantity1632.54

Rate2102107

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

Quantity2240

Rate755776

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

Quantity34556.32

Rate143408

Amount 4.15

Carriage on Un Surface road

Quantity1191.6

Rate5946

Amount 4.99

Loading & Unloading

Quantity794.4

Rate235348

Amount 296.26

head load

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity270425.89

Rate1122267

Amount 4.15

Carriage on Un Surface road

Quantity9325.03

Rate46531

Amount 4.99

Loading & Unloading

Quantity2275.72

Rate194528

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity198097.97

Rate822106

Amount 4.15

Carriage on Un Surface road

Quantity5573.86

Rate27813

Amount 4.99

Loading & Unloading

Quantity2323.84

Rate198642

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity470956.35

Rate1954468

Amount 4.15

Carriage on Un Surface road

Quantity16239.87

Rate81036

Amount 4.99

Loading & Unloading

Quantity4921.17

Rate797230

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

1X1X1.5

Quantity2

Rate1326586

Amount 663293.38

1X2X2

Quantity1

Rate752628

Amount 752628.14

Culvert Reapairing

Quantity8

Rate2653173

Amount 331646.69

T05- Paiyong to Mellidara

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.

Quantity22485

Rate698833

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

Quantity0.6

Rate53096

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

Quantity22485

Rate66555

Amount 2.96

Dismentaling

Quantity-

Rate-

Amount -

Below foundation

Quantity87.5

Rate179638

Amount 2053.01

Slab

Quantity15.86

Rate22782

Amount 1436.47

Removing Pipe

Quantity15.24

Rate10745

Amount 705.09

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

Quantity617.85

Rate1011105

Amount 1636.49

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

Quantity2360.93

Rate5118509

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

Quantity23609.25

Rate1081539

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

Quantity23609.25

Rate360277

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

Quantity23609.25

Rate5073627

Amount 214.9

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity10496.67

Rate43561

Amount 4.15

Carriage on Un Surface road

Quantity127.49

Rate636

Amount 4.99

Loading & Unloading

Quantity84.99

Rate25180

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

Quantity684

Rate2838

Amount 4.15

Carriage on Un Surface road

Quantity36

Rate179

Amount 4.99

Loading & Unloading

Quantity24

Rate7110

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

Quantity578483.29

Rate2400705

Amount 4.15

Carriage on Un Surface road

Quantity7026.11

Rate35060

Amount 4.99

Loading & Unloading

Quantity3021.98

Rate258319

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity152303.8

Rate632060

Amount 4.15

Carriage on Un Surface road

Quantity1849.84

Rate9230

Amount 4.99

Loading & Unloading

Quantity795.63

Rate68010

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

Quantity24

Rate165709

Amount 6904.55

ii) 600mm Circular

Quantity8

Rate49918

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

Quantity24

Rate16738

Amount 697.45

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

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

Quantity1206.7

Rate265413

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).

Quantity130

Rate579460

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.

Quantity3357.55

Rate137894

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

Quantity290

Rate574324

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)

Quantity4319

Rate4445417

Amount 1029.27

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity477.72

Rate1982

Amount 4.15

Carriage on Un Surface road

Quantity25.14

Rate125

Amount 4.99

Loading & Unloading

Quantity16.76

Rate4965

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity1581.59

Rate6563

Amount 4.15

Carriage on Un Surface road

Quantity83.24

Rate415

Amount 4.99

Loading & Unloading

Quantity30.16

Rate2578

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity11602.27

Rate48149

Amount 4.15

Carriage on Un Surface road

Quantity140.92

Rate703

Amount 4.99

Loading & Unloading

Quantity60.61

Rate5180

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity2727.45

Rate11318

Amount 4.15

Carriage on Un Surface road

Quantity143.55

Rate716

Amount 4.99

Loading & Unloading

Quantity43.5

Rate7047

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.

Quantity1970.05

Rate924464

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:

Quantity170.76

Rate161069

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

Quantity161.03

Rate787377

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)

Quantity2152.57

Rate9761732

Amount 4534.92

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

Quantity176.71

Rate226141

Amount 1279.76

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

Quantity258.75

Rate350960

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

Quantity652.2

Rate839792

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

Quantity718

Rate242253

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.

Quantity101.93

Rate468130

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.

Quantity51.73

Rate111069

Amount 2147.1

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity9298.07

Rate38586

Amount 4.15

Carriage on Un Surface road

Quantity489.37

Rate2441

Amount 4.99

Loading & Unloading

Quantity326.25

Rate96653

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity71705

Rate297575

Amount 4.15

Carriage on Un Surface road

Quantity3773.95

Rate18832

Amount 4.99

Loading & Unloading

Quantity935.55

Rate79970

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity181537.45

Rate753380

Amount 4.15

Carriage on Un Surface road

Quantity2286.04

Rate11407

Amount 4.99

Loading & Unloading

Quantity972.93

Rate83165

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity152029

Rate630920

Amount 4.15

Carriage on Un Surface road

Quantity6770.19

Rate33783

Amount 4.99

Loading & Unloading

Quantity2051.57

Rate332354

Amount 162

Cross Drainage Work

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RCC SLAB CULVERT

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Amount -

1X1X1.5

Quantity4

Rate2676390

Amount 669097.72

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