Roads And Buildings Department Tender

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Roads And Buildings Department Tender

Works
Civil And Construction
Road Construction
Opening Date25 Mar 2025
Closing Date2 Apr 2025
Tender Amount₹ 1,09,78,993 
Notes
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Costs

Description

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BOQ Items

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boq;Providing and applying tack coat with bitumen emulsion (Rapid settting-I) (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge. for Budhear to Marpally road from km 2/4 to 14/090

6685

13

86905

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boq;Providing 30 mm thick compacted Bituminous Concrete with 40-60 TPH HMP/ 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading ? 2 as per table 500-17 of specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and Hydrated lime, transporting the hot mix to work site, laying with full width paver to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge. for Budhear to Marpally road from km 2/4 to 14/090

201

11645

2340645

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boq;Clearing of heavy Jungle including all labour charges etc., complete for finished item of work. for Budhear to Marpally road from km 2/4 to 14/090

12300

3

49077

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boq;Construction of earthen shoulder with excavated earth by mechanical means up to SDR including pre-watering of soil , removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-1 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision). for Budhear to Marpally road from km 2/4 to 14/090

420

98

41160

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boq;Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3 for Marpally to Kotepally road from km 3/2 to 5/4

1540

10

16016

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boq;Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work. for Marpally to Kotepally road from km 3/2 to 5/4

191

2532

483612

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boq;Providing and aplying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge. for Marpally to Kotepally road from km 3/2 to 5/4

1540

42

65604

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boq;Providing and applying tack coat with bitumen emulsion (Rapid settting-I) (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge. for Marpally to Kotepally road from km 3/2 to 5/4

2625

13

34125

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boq;Providing 30 mm thick compacted Bituminous Concrete with 40-60 TPH HMP/ 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading ? 2 as per table 500-17 of specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and Hydrated lime, transporting the hot mix to work site, laying with full width paver to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge. for Marpally to Kotepally road from km 3/2 to 5/4

79

11665

921535

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boq;Clearing of heavy Jungle including all labour charges etc., complete for finished item of work. for Marpally to Kotepally road from km 3/2 to 5/4

10000

3

39900

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boq;Construction of earthen shoulder with excavated earth by mechanical means up to SDR including pre-watering of soil , removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-1 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision). for Marpally to Kotepally road from km 3/2 to 5/4

170

98

16660

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boq;Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3 for Mekavanampally to Gundam road from km 0/0 to 18/0

714

10

7426

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boq;Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work. for Mekavanampally to Gundam road from km 0/0 to 18/0

102

2485

253470

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boq;Providing and aplying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge. for Mekavanampally to Gundam road from km 0/0 to 18/0

714

42

30345

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boq;Providing and applying tack coat with bitumen emulsion (Rapid settting-I) (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge. for Mekavanampally to Gundam road from km 0/0 to 18/0

714

13

9282

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boq;Providing 30 mm thick compacted Bituminous Concrete with 40-60 TPH HMP/ 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading ? 2 as per table 500-17 of specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and Hydrated lime, transporting the hot mix to work site, laying with full width paver to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge. for Mekavanampally to Gundam road from km 0/0 to 18/0

65

11537

749905

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boq;Clearing of heavy Jungle including all labour charges etc., complete for finished item of work. for Mekavanampally to Gundam road from km 0/0 to 18/0

28500

3

113715

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boq;Construction of earthen shoulder with excavated earth by mechanical means up to SDR including pre-watering of soil , removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-1 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision). for Mekavanampally to Gundam road from km 0/0 to 18/0

270

98

26460

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boq;Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3 for Kotepally to Moranapally road from km 10/0 to 20/256

700

10

7280

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boq;Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work. for Kotepally to Moranapally road from km 10/0 to 20/256

87

2321

201927

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boq;Providing and aplying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge. for Kotepally to Moranapally road from km 10/0 to 20/256

700

42

29750

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boq;Providing and applying tack coat with bitumen emulsion (Rapid settting-I) (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge. for Kotepally to Moranapally road from km 10/0 to 20/256

858

13

11154

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boq;Providing 30 mm thick compacted Bituminous Concrete with 40-60 TPH HMP/ 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading ? 2 as per table 500-17 of specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and Hydrated lime, transporting the hot mix to work site, laying with full width paver to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge. for Kotepally to Moranapally road from km 10/0 to 20/256

43

11568

497424

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boq;Clearing of heavy Jungle including all labour charges etc., complete for finished item of work. for Kotepally to Moranapally road from km 10/0 to 20/256

10500

3

41895

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boq;Construction of earthen shoulder with excavated earth by mechanical means up to SDR including pre-watering of soil , removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-1 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision). for Kotepally to Moranapally road from km 10/0 to 20/256

100

98

9800

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boq;Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3 for Nawabpet to Suryapet (via) Bandwa road from km 9/0 to 15/4

1245

10

12948

... More
boq;Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work. for Nawabpet to Suryapet (via) Bandwa road from km 9/0 to 15/4

136

2086

283696

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boq;Providing and aplying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge. for Nawabpet to Suryapet (via) Bandwa road from km 9/0 to 15/4

1245

42

52913

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boq;Providing and applying tack coat with bitumen emulsion (Rapid settting-I) (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge. for Nawabpet to Suryapet (via) Bandwa road from km 9/0 to 15/4

1977

13

25701

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boq;Providing 30 mm thick compacted Bituminous Concrete with 40-60 TPH HMP/ 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading ? 2 as per table 500-17 of specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and Hydrated lime, transporting the hot mix to work site, laying with full width paver to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge. for Nawabpet to Suryapet (via) Bandwa road from km 9/0 to 15/4

60

11217

673020

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boq;Clearing of heavy Jungle including all labour charges etc., complete for finished item of work. for Nawabpet to Suryapet (via) Bandwa road from km 9/0 to 15/4

8100

3

32319

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boq;Construction of earthen shoulder with excavated earth by mechanical means up to SDR including pre-watering of soil , removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-1 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision). for Nawabpet to Suryapet (via) Bandwa road from km 9/0 to 15/4

206

98

20188

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boq;Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3 for Patloor to Aroor (via) Bilkal road from km 0/0 to 10/0

1523

10

15839

... More
boq;Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work. for Patloor to Aroor (via) Bilkal road from km 0/0 to 10/0

168

2677

449736

... More
boq;Providing and aplying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge. for Patloor to Aroor (via) Bilkal road from km 0/0 to 10/0

1593

42

67862

... More
boq;Providing and applying tack coat with bitumen emulsion (Rapid settting-I) (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge. for Patloor to Aroor (via) Bilkal road from km 0/0 to 10/0

2691

13

35252

... More
boq;Providing 30 mm thick compacted Bituminous Concrete with 40-60 TPH HMP/ 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading ? 2 as per table 500-17 of specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and Hydrated lime, transporting the hot mix to work site, laying with full width paver to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge. for Patloor to Aroor (via) Bilkal road from km 0/0 to 10/0

81

11712

948672

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boq;Clearing of heavy Jungle including all labour charges etc., complete for finished item of work. for Patloor to Aroor (via) Bilkal road from km 0/0 to 10/0

17700

3

70623

... More
boq;Construction of earthen shoulder with excavated earth by mechanical means up to SDR including pre-watering of soil , removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-1 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision). for Patloor to Aroor (via) Bilkal road from km 0/0 to 10/0

336

98

32928

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boq;Clearing of heavy Jungle including all labour charges etc., complete for finished item of work. for Kadicherla to Mominpet (via) Govindapur road from km 0/0 to 6/4

8400

3

33516

... More
boq;Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3 for Kadicherla to Mominpet (via) Govindapur road from km 0/0 to 6/4

2048

10

21299

... More
boq;Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work. for Kadicherla to Mominpet (via) Govindapur road from km 0/0 to 6/4

359

2180

782620

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boq;Providing and aplying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge. for Kadicherla to Mominpet (via) Govindapur road from km 0/0 to 6/4

2142

42

90821

... More
boq;Providing and applying tack coat with bitumen emulsion (Rapid settting-I) (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge. for Kadicherla to Mominpet (via) Govindapur road from km 0/0 to 6/4

1519

13

19747

... More
boq;Providing 30 mm thick compacted Bituminous Concrete with 40-60 TPH HMP/ 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading ? 2 as per table 500-17 of specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and Hydrated lime, transporting the hot mix to work site, laying with full width paver to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge. for Kadicherla to Mominpet (via) Govindapur road from km 0/0 to 6/4

46

11303

519938

... More
boq;Construction of earthen shoulder with excavated earth by mechanical means up to SDR including pre-watering of soil , removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-1 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision). for Kadicherla to Mominpet (via) Govindapur road from km 0/0 to 6/4

222

98

21756



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