Roads And Buildings Department Tender
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Costs
EMD
₹ 1,57,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
585128Tender No
e NIT No.11/GAJ/1/SE R&B SDPT/TS/2024-25, Date.21.03.2025Tender Authority
Roads And Buildings Department ViewPurchaser Address
-Website
http://https://roadbuild.telangana.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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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 Duddeda - Thoguta road from km 0/0 to 17/2 (work in km 5/000 to 5/100)
880
45
39776
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boq;Providing, Laying, Spreading and compacting graded HBG 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 Duddeda - Thoguta road from km 0/0 to 17/2 (work in km 5/000 to 5/100)
132
2579
340428
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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 Duddeda - Thoguta road from km 0/0 to 17/2 (work in km 5/000 to 5/100)
880
10
9152
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boq;Construction of earthen shoulder with selective soils obtained from borrow pits with MDD of 18 KN/Cum,CBR =12%,PI<12% from approved sources sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P and charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision). for Habsipur to Dubbak road from km 0/0 to 5/2 (work in km 3/8 to 4/2)
144
333
47952
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boq;Providing 30 mm thick compacted Bituminous Concrete with 40-60 TPH HMP Drum mix plant /100-120 Batch type Hot 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 filler of Hydrated lime, transporting the hot mix to work site, laying with paver finisher 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 Habsipur to Dubbak road from km 0/0 to 5/2 (work in km 3/8 to 4/2)
84
11538
969192
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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 Habsipur to Dubbak road from km 0/0 to 5/2 (work in km 3/8 to 4/2)
2800
13
37520
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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 Habsipur to Dubbak road from km 0/0 to 5/2 (work in km 3/8 to 4/2)
980
45
44492
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boq;Providing, Laying, Spreading and compacting graded HBG 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 Habsipur to Dubbak road from km 0/0 to 5/2 (work in km 3/8 to 4/2)
151.2
2697
407786
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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 Habsipur to Dubbak road from km 0/0 to 5/2 (work in km 3/8 to 4/2)
980
10
10192
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boq;Construction of earthen shoulders with approved materials obtained from borrow pits (CBR>10) from out side road boundary by mechanical means with all leads and lifts including pre-watering of soil at borrow area removal of top soil excavated of materials hauling depositing at work site spreading, grading and compacted with vibratory earth compactor @ OMC and finisheing to the line & levels etc. complete as per MoRT&H specification 305 (5th revision) and as directed by the Engineer in Charge. for Suramaplly - Nacharam road from km 0/0 to 22/0 (in appropriate reaches)
1440
333
479520
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boq;Providing 30 mm thick compacted Bituminous Concrete with 40-60 TPH HMP Drum mix plant /100-120 Batch type Hot 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 filler of Hydrated lime, transporting the hot mix to work site, laying with paver finisher 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 Suramaplly - Nacharam road from km 0/0 to 22/0 (in appropriate reaches)
450
11234
5055300
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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 Suramaplly - Nacharam road from km 0/0 to 22/0 (in appropriate reaches)
15009
13
201121
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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 Suramaplly - Nacharam road from km 0/0 to 22/0 (in appropriate reaches)
15009
45
682910
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boq;Providing, Laying, Spreading and compacting graded HBG 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 Suramaplly - Nacharam road from km 0/0 to 22/0 (in appropriate reaches)
2311
2297
5308367
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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 Suramaplly - Nacharam road from km 0/0 to 22/0 (in appropriate reaches)
15009
10
156094
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boq;Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP-3 classs including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work . (excluding GST) for culvert, for Dubbak to Meet Medak-Siddipet road from km 0/0 to 8/0 (work in km 0/0 to 0/100 and 0/200 to 0/450).
12.5
8100
101250
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boq;Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, and conveyance of all materials to site and all labour charges ,centering, machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for body walls for culvert, for Dubbak to Meet Medak-Siddipet road from km 0/0 to 8/0 (work in km 0/0 to 0/100 and 0/200 to 0/450).
37
6047
223739
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boq;Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, and conveyance of all materials to site and all labour charges ,centering, machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 (5th Revision) for body walls for culvert, for Dubbak to Meet Medak-Siddipet road from km 0/0 to 8/0 (work in km 0/0 to 0/100 and 0/200 to 0/450).
5
5814
29070
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boq;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge. (excluding GST and Seignorage charges) for culvert, for Dubbak to Meet Medak-Siddipet road from km 0/0 to 8/0 (work in km 0/0 to 0/100 and 0/200 to 0/450).
34
126
4284
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boq;Construction of earthen shoulder with selective soils obtained from borrow pits with MDD of 18 KN/Cum,CBR =12%,PI<12% from approved sources sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P and charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision). for Dubbak to Meet Medak-Siddipet road from km 0/0 to 8/0 (work in km 0/0 to 0/100 and 0/200 to 0/450)
96
333
31968
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boq;Providing 30 mm thick compacted Bituminous Concrete with 40-60 TPH HMP Drum mix plant /100-120 Batch type Hot 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 filler of Hydrated lime, transporting the hot mix to work site, laying with paver finisher 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 Dubbak to Meet Medak-Siddipet road from km 0/0 to 8/0 (work in km 0/0 to 0/100 and 0/200 to 0/450)
74
11571
856254
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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 Dubbak to Meet Medak-Siddipet road from km 0/0 to 8/0 (work in km 0/0 to 0/100 and 0/200 to 0/450)
2450
13
32830
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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 Dubbak to Meet Medak-Siddipet road from km 0/0 to 8/0 (work in km 0/0 to 0/100 and 0/200 to 0/450)
560
45
25424
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boq;Providing, Laying, Spreading and compacting graded HBG 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 Dubbak to Meet Medak-Siddipet road from km 0/0 to 8/0 (work in km 0/0 to 0/100 and 0/200 to 0/450)
86.4
2736
236390
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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 Dubbak to Meet Medak-Siddipet road from km 0/0 to 8/0 (work in km 0/0 to 0/100 and 0/200 to 0/450)
560
10
5824
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