State Agricultural Marketing Board Tender

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State Agricultural Marketing Board Tender

Works

Eprocure

Sawai Madhopur, Rajasthan

Opening Date5 Oct 2018

Closing Date12 Dec 2018

Tender Amount₹ 3,37,90,000

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Costs

EMD
₹ 6,75,800
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Tender Fee
Refer Documents

Description

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Tender Id
2018_RSAMB_132841_1
Bid Award Id
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Tender No
RSAMB/Circle PnM JPR/NIT-07/2018-19
Tender Authority
State Agricultural Marketing Board View
Purchaser Address
-
Website
http://http://agriculture.rajasthan.gov.in/content/agriculture/en/RSAMB-dep.html

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Documents

Tender Notice-31.0 MBTendernotice_3.pdf

Unbalanced Bid Circular

Tender Notice-2502.2 kBTendernotice_1.pdf

NIT

Tender Notice-1368.3 kBTendernotice_2.pdf

RTPP Circular

BOQ-1467.5 kBBOQ_228447.xls

BOQ

Corrigendum-2Compo-Var-LR-GGC.p...Compo-Var-LR-GGC.pdf

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BOQ Items

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Quantity-

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Amount -

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Construction of embankment with approved material obtained from borrow pits with all lifts, leads and cost of earth, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Quantity2549

Rate433330

Amount 170

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Quantity13475

Rate727650

Amount 54

Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401) for grading-III Material

Quantity2885

Rate1257860

Amount 436

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means

Quantity-

Rate-

Amount -

Grading- II (Using Screening Crushable type such as Moorum or Gravel)

Quantity877

Rate997149

Amount 1137

Grading- III (Using Screening Type-B (11.2mm Agg.)

Quantity823

Rate1033688

Amount 1256

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

Quantity10976

Rate219520

Amount 20

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Quantity10976

Rate76832

Amount 7

Open - Graded Premix Surfacing (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.) case-1 Mechanical method using penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour Using VG-30 binder

Quantity10976

Rate943936

Amount 86

Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case - II : Type B

Quantity10976

Rate373184

Amount 34

Providing and laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacum processing pump as approved, curing compound, finishing to lines and grades as per drawing, as per MoRTH Specification: Clause No. 602, 112. Using Cement concrete M-30 Pavement Grade

Quantity153

Rate796365

Amount 5205

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)

Quantity1.8

Rate13291

Amount 7384

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

Quantity-

Rate-

Amount -

Ordinary Kilometer stone (Precast)

Quantity5

Rate6955

Amount 1391

Hectometer stone (Precast)

Quantity12

Rate4848

Amount 404

Part "B" CD WORK

Quantity-

Rate-

Amount -

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Mechanical Means Depth upto 3 m

Quantity1110

Rate31080

Amount 28

Plain cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Quantity118

Rate360018

Amount 3051

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry

Quantity645

Rate1931775

Amount 2995

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Quantity566

Rate52129

Amount 92.1

Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row : Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .

Quantity-

Rate-

Amount -

1000 mm dia

Quantity22.5

Rate88650

Amount 3940

300 mm dia

Quantity90

Rate145170

Amount 1613

2- L/R Kotadi Road School to Badh Dhani, Under KUMS - Gangapur City.

Quantity-

Rate-

Amount -

Part "A" ROAD WORK

Quantity-

Rate-

Amount -

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means:- In area of light jungle

Quantity1.12

Rate9458

Amount 8445

Construction of embankment with approved material obtained from borrow pits with all lifts, leads and cost of earth, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Quantity938

Rate159460

Amount 170

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Quantity5625

Rate303750

Amount 54

By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401) for grading-III Material

Quantity1559

Rate679724

Amount 436

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means

Quantity-

Rate-

Amount -

Grading- II (Using Screening Crushable type such as Moorum or Gravel)

Quantity406

Rate461622

Amount 1137

Grading- III (Using Screening Type-B (11.2mm Agg.)

Quantity377

Rate473512

Amount 1256

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

Quantity5029

Rate100580

Amount 20

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Quantity5029

Rate35203

Amount 7

Open - Graded Premix Surfacing (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.) case-1 Mechanical method using penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour Using VG-30 binder

Quantity5029

Rate432494

Amount 86

Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case - II : Type B

Quantity5029

Rate170986

Amount 34

Providing and laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacum processing pump as approved, curing compound, finishing to lines and grades as per drawing, as per MoRTH Specification: Clause No. 602, 112. Using Cement concrete M-30 Pavement Grade

Quantity77

Rate400785

Amount 5205

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)

Quantity1.8

Rate13291

Amount 7384

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

Quantity-

Rate-

Amount -

Ordinary Kilometer stone (Precast)

Quantity3

Rate4173

Amount 1391

Hectometer stone (Precast)

Quantity5

Rate2020

Amount 404

Part "B" CD WORK

Quantity-

Rate-

Amount -

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Mechanical Means Depth upto 3 m

Quantity117

Rate3276

Amount 28

Plain cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Quantity9

Rate27459

Amount 3051

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry

Quantity66

Rate197670

Amount 2995

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Quantity60

Rate5526

Amount 92.1

Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row : Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .

Quantity-

Rate-

Amount -

300 mm dia

Quantity37.5

Rate60488

Amount 1613

3-L/R Tatawara to Bhoodan ki Dhani, Under KUMS - Gangapur City.

Quantity-

Rate-

Amount -

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means:- In area of light jungle

Quantity0.8

Rate6756

Amount 8445

Construction of embankment with approved material obtained from borrow pits with all lifts, leads and cost of earth, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Quantity2398

Rate407660

Amount 170

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Quantity7539

Rate407106

Amount 54

By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401) for grading-III Material

Quantity1354

Rate590344

Amount 436

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means

Quantity-

Rate-

Amount -

Grading- II (Using Screening Crushable type such as Moorum or Gravel)

Quantity418

Rate475266

Amount 1137

Grading- III (Using Screening Type-B (11.2mm Agg.)

Quantity307

Rate385592

Amount 1256

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

Quantity4091

Rate81820

Amount 20

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Quantity4091

Rate28637

Amount 7

Open - Graded Premix Surfacing (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.) case-1 Mechanical method using penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour Using VG-30 binder

Quantity4091

Rate351826

Amount 86

Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case - II : Type B

Quantity4091

Rate139094

Amount 34

Providing and laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacum processing pump as approved, curing compound, finishing to lines and grades as per drawing, as per MoRTH Specification: Clause No. 602, 112. Using Cement concrete M-30 Pavement Grade

Quantity306

Rate1592730

Amount 5205

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)

Quantity1.8

Rate13291

Amount 7384

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

Quantity-

Rate-

Amount -

Ordinary Kilometer stone (Precast)

Quantity3

Rate4173

Amount 1391

Hectometer stone (Precast)

Quantity5

Rate2020

Amount 404

Part "B" CD WORK

Quantity-

Rate-

Amount -

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Mechanical Means Depth upto 3 m

Quantity1241

Rate34748

Amount 28

Plain cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Quantity181

Rate552231

Amount 3051

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry

Quantity741

Rate2219295

Amount 2995

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Quantity634

Rate58391

Amount 92.1

Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row : Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .

Quantity-

Rate-

Amount -

1000 mm dia

Quantity30

Rate118200

Amount 3940

300 mm dia

Quantity22.5

Rate36293

Amount 1613

4-L/R Ganwadi Road to Purana Sahajpur, Under KUMS - Gangapur City.

Quantity-

Rate-

Amount -

Part "A" ROAD WORK

Quantity-

Rate-

Amount -

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means:- In area of light jungle

Quantity0.24

Rate2027

Amount 8445

Construction of embankment with approved material obtained from borrow pits with all lifts, leads and cost of earth, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Quantity1240

Rate210800

Amount 170

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Quantity1218

Rate65772

Amount 54

Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401) for grading-III Material

Quantity356

Rate155216

Amount 436

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means

Quantity-

Rate-

Amount -

Grading- II (Using Screening Crushable type such as Moorum or Gravel)

Quantity36

Rate40932

Amount 1137

Providing and laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacum processing pump as approved, curing compound, finishing to lines and grades as per drawing, as per MoRTH Specification: Clause No. 602, 112. Using Cement concrete M-30 Pavement Grade

Quantity678

Rate3528990

Amount 5205

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)

Quantity1.8

Rate13291

Amount 7384

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

Quantity-

Rate-

Amount -

Ordinary Kilometer stone (Precast)

Quantity2

Rate2782

Amount 1391

Hectometer stone (Precast)

Quantity4

Rate1616

Amount 404

Part "B" CD WORK

Quantity-

Rate-

Amount -

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Mechanical Means Depth upto 3 m

Quantity181

Rate5068

Amount 28

Plain cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Quantity15

Rate45765

Amount 3051

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry

Quantity102

Rate305490

Amount 2995

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Quantity90

Rate8289

Amount 92.1

5-L/R Ganwadi Safipura Road (Narsi ki Pator) to Kishanpur (Kookada), Under KUMS - Gangapur City.

Quantity-

Rate-

Amount -

Part "A" ROAD WORK

Quantity-

Rate-

Amount -

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means:- In area of light jungle

Quantity0.4

Rate3378

Amount 8445

Construction of embankment with approved material obtained from borrow pits with all lifts, leads and cost of earth, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Quantity815

Rate138550

Amount 170

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Quantity1835

Rate99090

Amount 54

By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401) for grading-III Material

Quantity871

Rate379756

Amount 436

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means

Quantity-

Rate-

Amount -

Grading- II (Using Screening Crushable type such as Moorum or Gravel)

Quantity266

Rate302442

Amount 1137

Grading- III (Using Screening Type-B (11.2mm Agg.)

Quantity186

Rate233616

Amount 1256

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

Quantity2485

Rate49700

Amount 20

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Quantity2485

Rate17395

Amount 7

Open - Graded Premix Surfacing (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.) case-1 Mechanical method using penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour Using VG-30 binder

Quantity2485

Rate213710

Amount 86

Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case - II : Type B

Quantity2485

Rate84490

Amount 34

Providing and laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacum processing pump as approved, curing compound, finishing to lines and grades as per drawing, as per MoRTH Specification: Clause No. 602, 112. Using Cement concrete M-30 Pavement Grade

Quantity214

Rate1113870

Amount 5205

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)

Quantity1.8

Rate13291

Amount 7384

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

Quantity-

Rate-

Amount -

Ordinary Kilometer stone (Precast)

Quantity2

Rate2782

Amount 1391

Hectometer stone (Precast)

Quantity4

Rate1616

Amount 404

Part "B" CD WORK

Quantity-

Rate-

Amount -

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Mechanical Means Depth upto 3 m

Quantity150

Rate4200

Amount 28

Plain cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Quantity20

Rate61020

Amount 3051

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry

Quantity107

Rate320465

Amount 2995

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Quantity77

Rate7092

Amount 92.1

Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row : Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .

Quantity-

Rate-

Amount -

1000 mm dia

Quantity7.5

Rate29550

Amount 3940

300 mm dia

Quantity37.5

Rate60488

Amount 1613

6-L/R Nh-11 B to Motipura Road, Under KUMS - Gangapur City.

Quantity-

Rate-

Amount -

Part "A" ROAD WORK

Quantity-

Rate-

Amount -

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means:- In area of light jungle

Quantity1.84

Rate15539

Amount 8445

Construction of embankment with approved material obtained from borrow pits with all lifts, leads and cost of earth, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Quantity1787

Rate303790

Amount 170

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Quantity11121

Rate600534

Amount 54

By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401) for grading-III Material

Quantity2218

Rate967048

Amount 436

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means

Quantity-

Rate-

Amount -

Grading- II (Using Screening Crushable type such as Moorum or Gravel)

Quantity672

Rate764064

Amount 1137

Grading- III (Using Screening Type-B (11.2mm Agg.)

Quantity631

Rate792536

Amount 1256

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

Quantity8413

Rate168260

Amount 20

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Quantity8413

Rate58891

Amount 7

Open - Graded Premix Surfacing (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.) case-1 Mechanical method using penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour Using VG-30 binder

Quantity8413

Rate723518

Amount 86

Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case - II : Type B

Quantity8413

Rate286042

Amount 34

Providing and laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacum processing pump as approved, curing compound, finishing to lines and grades as per drawing, as per MoRTH Specification: Clause No. 602, 112. Using Cement concrete M-30 Pavement Grade

Quantity115

Rate598575

Amount 5205

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)

Quantity1.8

Rate13291

Amount 7384

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

Quantity-

Rate-

Amount -

Ordinary Kilometer stone (Precast)

Quantity4

Rate5564

Amount 1391

Hectometer stone (Precast)

Quantity9

Rate3636

Amount 404

Part "B" CD WORK

Quantity-

Rate-

Amount -

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Mechanical Means Depth upto 3 m

Quantity151

Rate4228

Amount 28

Plain cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Quantity13

Rate39663

Amount 3051

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry

Quantity85

Rate254575

Amount 2995

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Quantity75

Rate6908

Amount 92.1

Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row : Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .

Quantity-

Rate-

Amount -

300 mm dia

Quantity60

Rate96780

Amount 1613

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