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

Eprocure

North Sikkim, Sikkim

Opening Date27 Apr 2018

Closing Date7 May 2018

Tender Amount₹ 12,76,40,000

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Costs

EMD
₹ 31,91,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Tender Id
2018_CESDA_62029_6
Bid Award Id
View
Tender No
SK-PhXII(BatchII)Re-Tender Online-02/2018-19
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

BOQ-1531.5 kBBOQ_115947.xls

Schedule ofDocumentType Credit-12.4 MBSBDPHASEXIIBatchII...SBDPHASEXIIBatchII.pdf

SBD

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

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Construction of Subgrade and Earthen Shoulders

Quantity-

Rate-

Amount -

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as per Tech Specs.

Quantity6269.76

Rate1257024

Amount 200.49

Compacting Cut Formation :

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity3134.88

Rate115081

Amount 36.71

Water Bound Macadam Sub-Base/Base

Quantity-

Rate-

Amount -

Water Bound Macadam Base (Grade-I): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading II as per Technical Specification clause 405 . By Mannual Means.

Quantity2015.28

Rate3183074

Amount 1579.47

Water Bound Macadam Base (Grade-II): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading II as per Technical Specification clause 405 . By Mannual Means.

Quantity1399.5

Rate2276272

Amount 1626.49

Water Bound Macadam Base (Grade-III): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading III as per Technical Specification clause 405 . By Mannual Means.

Quantity1399.5

Rate2360774

Amount 1686.87

Prime Coat: Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification cl. 502.

Quantity18660

Rate1163264

Amount 62.34

Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity18660

Rate327109

Amount 17.53

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Open graded premix surfacing using cationic bitumen emulsion

Quantity18660

Rate3430641

Amount 183.85

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510

Quantity18660

Rate1149082

Amount 61.58

Providing and laying Bituminous wearing course with 20mm thk premix carpetting over tack coat laid on concrete surface of deck slab of bridge/culvert and seal coat Type B over premix carpetting as per drawing including laying the same with proper camber and curing so as to avoid formation of shrinkage cracks in hot weather as per Technical specifications cl. 508, 503, 510 .

Quantity90

Rate30377

Amount 337.53

Carriage of Stock Materials : ( Lead 260km )

Quantity-

Rate-

Amount -

Bitumen

Quantity-

Rate-

Amount -

loading

Quantity79.91

Rate8823

Amount 110.42

unloading

Quantity79.91

Rate8000

Amount 100.12

Haulage

Quantity20776.6

Rate87261

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 105km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity6862.04

Rate418721

Amount 61.02

Haulage

Quantity1585131.19

Rate6657551

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 105km ) for PMC

Quantity-

Rate-

Amount -

loading & unloading

Quantity503.82

Rate30743

Amount 61.02

Haulage

Quantity116382.42

Rate488806

Amount 4.2

PROTECTIVE WORK

Quantity-

Rate-

Amount -

a)Earthwork in excavation for structures as per drawing including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches

Quantity475.62

Rate100046

Amount 210.35

P/L of boulder apron laid in wire crates with 4mm dia GI wire conforming IS 280 & diagonally i/c 10 % extra for laps and joints laid with stone boulders weighing not less than 25kg all complete

Quantity879.02

Rate1657283

Amount 1885.37

Backfilling behind abutment, wing wall and return wall complete as per drawings with well packed graded filter to a thickness not less than 600 mm with smaller size towards soil and bigger size towards the wall and provided over the entire surface behind abutment , wing or return wall to the full height as per direction of the Engineer (technical specification Clause 1204.3.8).

Quantity178.75

Rate87154

Amount 487.58

Slip clearance in mixed soil and throwing of spoils and lift up 1.5m complete

Quantity12669.09

Rate403637

Amount 31.86

Carriage of Stock Materials : ( Lead 60km )

Quantity-

Rate-

Amount -

CEMENT

Quantity-

Rate-

Amount -

loading

Quantity10.55

Rate994

Amount 94.24

unloading

Quantity10.55

Rate994

Amount 94.24

Haulage

Quantity632.88

Rate2658

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 105km )

Quantity-

Rate-

Amount -

SAND

Quantity-

Rate-

Amount -

loading & unloading

Quantity-

Rate-

Amount -

Haulage

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials : ( Lead 30km )

Quantity-

Rate-

Amount -

STONE

Quantity-

Rate-

Amount -

loading & unloading

Quantity1162.08

Rate128502

Amount 110.58

Haulage

Quantity76697.28

Rate322128

Amount 4.2

SIDE DRAIN

Quantity-

Rate-

Amount -

Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimensions and other particulars as per drawing and Technical Specification Clause 1606.1

Quantity4976

Rate3292370

Amount 661.65

P/L hand packed stone soling of specified thickness with clean hard selected stones all complete (rate from SOR 2012 with 8% cost index)

Quantity559.8

Rate338734

Amount 605.1

Carriage of Stock Materials : ( Lead 60km )

Quantity-

Rate-

Amount -

CEMENT

Quantity-

Rate-

Amount -

loading

Quantity174.16

Rate16412

Amount 94.24

unloading

Quantity174.16

Rate16412

Amount 94.24

Haulage

Quantity10449.6

Rate43888

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 105km )

Quantity-

Rate-

Amount -

SAND

Quantity-

Rate-

Amount -

loading & unloading

Quantity334.39

Rate20404

Amount 61.02

Haulage

Quantity70221.9

Rate294931

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 30km )

Quantity-

Rate-

Amount -

STONE

Quantity-

Rate-

Amount -

loading & unloading

Quantity1144.6

Rate126569

Amount 110.58

Haulage

Quantity75543.6

Rate317283

Amount 4.2

ROAD FURNITURE

Quantity-

Rate-

Amount -

Providing and fixing logo of PMGSY project providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing.three Ms plates of 1.6mm thick top and middle plate duly welded with Ms flat iron 25mm X 5m size on back on edges. the lower plate will be welded with Ms angle iron frame of 25mm X 25mm X 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm X 75mm of 12 SWG sheet tube post duly embedded in cement concrete M15 Grade block of 450mm X 450mm X 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm X 47mm of 12SWG steel plate tube . all Ms will be stove enemaled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required said and colour. all sections of frame post and steel tube will be painted with primer and two coats of epoxy paints as per drawing clause 1701 annexe 1700.1 be welded with Ms angle iron frames of 25mm X 25mm and 5mm.

Quantity2

Rate22319

Amount 11159.88

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

900mm side octagonal

Quantity35

Rate210302

Amount 6008.65

600mm side equilateral triangle

Quantity35

Rate123357

Amount 3524.49

L034-NSH to Yakfarm/Denga

Quantity-

Rate-

Amount -

PAVEMENT & SURFACING

Quantity-

Rate-

Amount -

Boundary Pillar

Quantity-

Rate-

Amount -

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Quantity-

Rate-

Amount -

Construction of Subgrade and Earthen Shoulders

Quantity-

Rate-

Amount -

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as per Tech Specs.

Quantity5776.68

Rate1158166

Amount 200.49

Compacting Cut Formation :

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity2888.34

Rate106030

Amount 36.71

Water Bound Macadam Sub-Base/Base

Quantity-

Rate-

Amount -

Water Bound Macadam Base (Grade-I): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading II as per Technical Specification clause 405 . By Mannual Means.

Quantity1499.72

Rate2368762

Amount 1579.47

Water Bound Macadam Base (Grade-II): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading II as per Technical Specification clause 405 . By Mannual Means.

Quantity1041.47

Rate1693940

Amount 1626.49

Water Bound Macadam Base (Grade-III): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading III as per Technical Specification clause 405 . By Mannual Means.

Quantity1041.47

Rate1756824

Amount 1686.87

Prime Coat: Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification cl. 502.

Quantity13886.25

Rate865668

Amount 62.34

Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity13886.25

Rate243425

Amount 17.53

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Open graded premix surfacing using cationic bitumen emulsion

Quantity13886.25

Rate2552987

Amount 183.85

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510

Quantity13886.25

Rate855115

Amount 61.58

Providing and laying Bituminous wearing course with 20mm thk premix carpetting over tack coat laid on concrete surface of deck slab of bridge/culvert and seal coat Type B over premix carpetting as per drawing including laying the same with proper camber and curing so as to avoid formation of shrinkage cracks in hot weather as per Technical specifications cl. 508, 503, 510 .

Quantity82.5

Rate27846

Amount 337.53

Carriage of Stock Materials : ( Lead 165km )

Quantity-

Rate-

Amount -

Bitumen

Quantity-

Rate-

Amount -

loading

Quantity59.47

Rate6566

Amount 110.42

unloading

Quantity59.47

Rate5954

Amount 100.12

Haulage

Quantity9812.55

Rate41212

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 75km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity5106.54

Rate311601

Amount 61.02

Haulage

Quantity842579.1

Rate3538832

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 75km ) for PMC

Quantity-

Rate-

Amount -

loading & unloading

Quantity374.93

Rate22878

Amount 61.02

Haulage

Quantity61863.45

Rate259826

Amount 4.2

PROTECTIVE WORK

Quantity-

Rate-

Amount -

a)Earthwork in excavation for structures as per drawing including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches

Quantity363.1

Rate76378

Amount 210.35

(b) Random Rubble masonry with cement mortar ( In cement mortar (1:5) , ( 1 (cement) : 5(sand)) for protective wall .

Quantity635.71

Rate1834671

Amount 2886.02

Backfilling behind abutment, wing wall and return wall complete as per drawings with well packed graded filter to a thickness not less than 600 mm with smaller size towards soil and bigger size towards the wall and provided over the entire surface behind abutment , wing or return wall to the full height as per direction of the Engineer (technical specification Clause 1204.3.8).

Quantity172.33

Rate84024

Amount 487.58

Slip clearance in mixed soil and throwing of spoils and lift up 1.5m complete

Quantity18327.56

Rate583916

Amount 31.86

Carriage of Stock Materials : ( Lead 64km )

Quantity-

Rate-

Amount -

CEMENT

Quantity-

Rate-

Amount -

loading

Quantity65.03

Rate6128

Amount 94.24

unloading

Quantity65.03

Rate6128

Amount 94.24

Haulage

Quantity4162.11

Rate17480

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 53km )

Quantity-

Rate-

Amount -

SAND

Quantity-

Rate-

Amount -

loading & unloading

Quantity220.27

Rate13440

Amount 61.02

Haulage

Quantity23348.62

Rate98064

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 53km )

Quantity-

Rate-

Amount -

STONE

Quantity-

Rate-

Amount -

loading & unloading

Quantity840.82

Rate92977

Amount 110.58

Haulage

Quantity98039.61

Rate411766

Amount 4.2

SIDE DRAIN

Quantity-

Rate-

Amount -

Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimensions and other particulars as per drawing and Technical Specification Clause 1606.1

Quantity3703

Rate2450089

Amount 661.65

P/L hand packed stone soling of specified thickness with clean hard selected stones all complete (rate from SOR 2012 with 8% cost index)

Quantity416.59

Rate252078

Amount 605.1

Carriage of Stock Materials : ( Lead 95km )

Quantity-

Rate-

Amount -

CEMENT

Quantity-

Rate-

Amount -

loading

Quantity129.61

Rate12214

Amount 94.24

unloading

Quantity129.61

Rate12214

Amount 94.24

Haulage

Quantity12312.48

Rate51712

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 75km )

Quantity-

Rate-

Amount -

SAND

Quantity-

Rate-

Amount -

loading & unloading

Quantity248.84

Rate15184

Amount 61.02

Haulage

Quantity37326

Rate156769

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 75km )

Quantity-

Rate-

Amount -

STONE

Quantity-

Rate-

Amount -

loading & unloading

Quantity851.78

Rate94189

Amount 110.58

Haulage

Quantity140543.7

Rate590283

Amount 4.2

ROAD FURNITURE

Quantity-

Rate-

Amount -

Providing and fixing logo of PMGSY project providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing.three Ms plates of 1.6mm thick top and middle plate duly welded with Ms flat iron 25mm X 5m size on back on edges. the lower plate will be welded with Ms angle iron frame of 25mm X 25mm X 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm X 75mm of 12 SWG sheet tube post duly embedded in cement concrete M15 Grade block of 450mm X 450mm X 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm X 47mm of 12SWG steel plate tube . all Ms will be stove enemaled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required said and colour. all sections of frame post and steel tube will be painted with primer and two coats of epoxy paints as per drawing clause 1701 annexe 1700.1 be welded with Ms angle iron frames of 25mm X 25mm and 5mm.

Quantity2

Rate22319

Amount 11159.88

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

900mm side octagonal

Quantity40

Rate240346

Amount 6008.65

600mm side equilateral triangle

Quantity40

Rate140979

Amount 3524.49

L028-NSH via U Ship To U Gyer

Quantity-

Rate-

Amount -

PAVEMENT & SURFACING

Quantity-

Rate-

Amount -

Boundary Pillar

Quantity-

Rate-

Amount -

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Quantity-

Rate-

Amount -

Construction of Subgrade and Earthen Shoulders

Quantity-

Rate-

Amount -

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as per Tech Specs.

Quantity13344.66

Rate2675470

Amount 200.49

Compacting Cut Formation :

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity6672.33

Rate244941

Amount 36.71

Water Bound Macadam Sub-Base/Base

Quantity-

Rate-

Amount -

Water Bound Macadam Base (Grade-I): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading II as per Technical Specification clause 405 . By Mannual Means.

Quantity4289.36

Rate6774915

Amount 1579.47

Water Bound Macadam Base (Grade-II): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading II as per Technical Specification clause 405 . By Mannual Means.

Quantity2978.72

Rate4844858

Amount 1626.49

Water Bound Macadam Base (Grade-III): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading III as per Technical Specification clause 405 . By Mannual Means.

Quantity2978.72

Rate5024713

Amount 1686.87

Prime Coat: Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification cl. 502.

Quantity39716.25

Rate2475911

Amount 62.34

Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity39716.25

Rate696225

Amount 17.53

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Open graded premix surfacing using cationic bitumen emulsion

Quantity39716.25

Rate7301832

Amount 183.85

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510

Quantity39716.25

Rate2445726

Amount 61.58

Providing and laying Bituminous wearing course with 20mm thk premix carpetting over tack coat laid on concrete surface of deck slab of bridge/culvert and seal coat Type B over premix carpetting as per drawing including laying the same with proper camber and curing so as to avoid formation of shrinkage cracks in hot weather as per Technical specifications cl. 508, 503, 510 .

Quantity221.25

Rate74678

Amount 337.53

Carriage of Stock Materials : ( Lead 170km )

Quantity-

Rate-

Amount -

Bitumen

Quantity-

Rate-

Amount -

loading

Quantity170.09

Rate18781

Amount 110.42

unloading

Quantity170.09

Rate17029

Amount 100.12

Haulage

Quantity28915.3

Rate121444

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 95km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity14605.26

Rate891212

Amount 61.02

Haulage

Quantity3052499.34

Rate12820497

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 95km ) for PMC

Quantity-

Rate-

Amount -

loading & unloading

Quantity1072.34

Rate65434

Amount 61.02

Haulage

Quantity224119.06

Rate941300

Amount 4.2

PROTECTIVE WORK

Quantity-

Rate-

Amount -

a)Earthwork in excavation for structures as per drawing including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches

Quantity560.98

Rate118002

Amount 210.35

(b) Random Rubble masonry with cement mortar ( In cement mortar (1:5) , ( 1 (cement) : 5(sand)) for protective wall .

Quantity1036.8

Rate2992216

Amount 2886.02

Backfilling behind abutment, wing wall and return wall complete as per drawings with well packed graded filter to a thickness not less than 600 mm with smaller size towards soil and bigger size towards the wall and provided over the entire surface behind abutment , wing or return wall to the full height as per direction of the Engineer (technical specification Clause 1204.3.8).

Quantity210.83

Rate102796

Amount 487.58

Slip clearance in mixed soil and throwing of spoils and lift up 1.5m complete

Quantity41374.42

Rate1318189

Amount 31.86

Carriage of Stock Materials : ( Lead 115km )

Quantity-

Rate-

Amount -

CEMENT

Quantity-

Rate-

Amount -

loading

Quantity105.75

Rate9965

Amount 94.24

unloading

Quantity105.75

Rate9965

Amount 94.24

Haulage

Quantity12161.6

Rate51078

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 95km )

Quantity-

Rate-

Amount -

SAND

Quantity-

Rate-

Amount -

loading & unloading

Quantity359.25

Rate21921

Amount 61.02

Haulage

Quantity68257.5

Rate286681

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 50km )

Quantity-

Rate-

Amount -

STONE

Quantity-

Rate-

Amount -

loading & unloading

Quantity1329.18

Rate146980

Amount 110.58

Haulage

Quantity146209.8

Rate614081

Amount 4.2

SIDE DRAIN

Quantity-

Rate-

Amount -

Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimensions and other particulars as per drawing and Technical Specification Clause 1606.1

Quantity10591

Rate7007535

Amount 661.65

P/L hand packed stone soling of specified thickness with clean hard selected stones all complete (rate from SOR 2012 with 8% cost index)

Quantity1191.49

Rate720970

Amount 605.1

Carriage of Stock Materials : ( Lead 50km )

Quantity-

Rate-

Amount -

CEMENT

Quantity-

Rate-

Amount -

loading

Quantity370.69

Rate34933

Amount 94.24

unloading

Quantity370.69

Rate34933

Amount 94.24

Haulage

Quantity18534.25

Rate77843

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 95km )

Quantity-

Rate-

Amount -

SAND

Quantity-

Rate-

Amount -

loading & unloading

Quantity711.72

Rate43429

Amount 61.02

Haulage

Quantity135226.8

Rate567952

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 50km )

Quantity-

Rate-

Amount -

STONE

Quantity-

Rate-

Amount -

loading & unloading

Quantity2436.19

Rate269393

Amount 110.58

Haulage

Quantity267980.9

Rate1125519

Amount 4.2

ROAD FURNITURE

Quantity-

Rate-

Amount -

Providing and fixing logo of PMGSY project providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing.three Ms plates of 1.6mm thick top and middle plate duly welded with Ms flat iron 25mm X 5m size on back on edges. the lower plate will be welded with Ms angle iron frame of 25mm X 25mm X 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm X 75mm of 12 SWG sheet tube post duly embedded in cement concrete M15 Grade block of 450mm X 450mm X 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm X 47mm of 12SWG steel plate tube . all Ms will be stove enemaled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required said and colour. all sections of frame post and steel tube will be painted with primer and two coats of epoxy paints as per drawing clause 1701 annexe 1700.1 be welded with Ms angle iron frames of 25mm X 25mm and 5mm.

Quantity2

Rate22319

Amount 11159.88

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

900mm side octagonal

Quantity100

Rate600865

Amount 6008.65

600 mm

Quantity100

Rate352449

Amount 3524.49

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