STSDF 2023-24

(1)Enakpally to Kondya Nayak Tanda via Tourya Tanda of Nagalgidda Mandal (2.20 Km )

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 as per the Techinical Specification Clause 201 MoRTH 5th Revision for (1)Enakpally to Kondya Nayak Tanda via Tourya Tanda of Nagalgidda Mandal (2.20 Km )

Construction of Embankment and Subgrade with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/Cum , CBR ≥ 10%, PI < 18%, by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil 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 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). for (1)Enakpally to Kondya Nayak Tanda via Tourya Tanda of Nagalgidda Mandal (2.20 Km )

Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. for (1)Enakpally to Kondya Nayak Tanda via Tourya Tanda of Nagalgidda Mandal (2.20 Km )

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 (1)Enakpally to Kondya Nayak Tanda via Tourya Tanda of Nagalgidda Mandal (2.20 Km )

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 (1)Enakpally to Kondya Nayak Tanda via Tourya Tanda of Nagalgidda Mandal (2.20 Km )

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 (1)Enakpally to Kondya Nayak Tanda via Tourya Tanda of Nagalgidda Mandal (2.20 Km )

Providing 30 mm thick compacted Bituminous Concrete with 100-120 TPH Batch type hot mix plant or 40-60 TPH Drum 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 (1)Enakpally to Kondya Nayak Tanda via Tourya Tanda of Nagalgidda Mandal (2.20 Km )

Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR ≥ 10%, PI < 18% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision) for (1)Enakpally to Kondya Nayak Tanda via Tourya Tanda of Nagalgidda Mandal (2.20 Km )

(ii) Pipe culverts

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 excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge. for (1)Enakpally to Kondya Nayak Tanda via Tourya Tanda of Nagalgidda Mandal (2.20 Km )

Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for levelling course for (1)Enakpally to Kondya Nayak Tanda via Tourya Tanda of Nagalgidda Mandal (2.20 Km )

Vibrated cement concrete M20 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, (excluding seigniorage) 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 Sub structure . for (1)Enakpally to Kondya Nayak Tanda via Tourya Tanda of Nagalgidda Mandal (2.20 Km )

Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP-3 class for pipe culverts 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. for (1)Enakpally to Kondya Nayak Tanda via Tourya Tanda of Nagalgidda Mandal (2.20 Km )

Providing and filling bedding of selected earth around the pipes of Hume pipe culverts suitably compacted / rammed including cost, (excluding seigniorage) and conveyance of materials to site etc., complete as per drawing and MoRT&H (5th Revision) and as directed by the Engineer-in-Charge. for (1)Enakpally to Kondya Nayak Tanda via Tourya Tanda of Nagalgidda Mandal (2.20 Km )

(1)Enakpally to Kondya Nayak Tanda via Tourya Tanda of Nagalgidda Mandal (2.20 Km ) Total of Rs.

(2) Utpally PR Road to Pathu Tanda of Nagalgidda Mandal (1.50Km)

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 as per the Techinical Specification Clause 201 MoRTH 5th Revision for (2) Utpally PR Road to Pathu Tanda of Nagalgidda Mandal (1.50Km)

Construction of Embankment and Subgrade with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/Cum , CBR ≥ 10%, PI < 18%, by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil 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 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). for (2) Utpally PR Road to Pathu Tanda of Nagalgidda Mandal (1.50Km)

Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. for (2) Utpally PR Road to Pathu Tanda of Nagalgidda Mandal (1.50Km)

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 (2) Utpally PR Road to Pathu Tanda of Nagalgidda Mandal (1.50Km)

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 (2) Utpally PR Road to Pathu Tanda of Nagalgidda Mandal (1.50Km)

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 (2) Utpally PR Road to Pathu Tanda of Nagalgidda Mandal (1.50Km)

Providing 30 mm thick compacted Bituminous Concrete with 100-120 TPH Batch type hot mix plant or 40-60 TPH Drum 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 (2) Utpally PR Road to Pathu Tanda of Nagalgidda Mandal (1.50Km)

Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR ≥ 10%, PI < 18% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision) for (2) Utpally PR Road to Pathu Tanda of Nagalgidda Mandal (1.50Km)

(ii) Pipe culverts

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 excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge. for (2) Utpally PR Road to Pathu Tanda of Nagalgidda Mandal (1.50Km)

Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for levelling course for (2) Utpally PR Road to Pathu Tanda of Nagalgidda Mandal (1.50Km)

Vibrated cement concrete M20 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, (excluding seigniorage) 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 Sub structure . for (2) Utpally PR Road to Pathu Tanda of Nagalgidda Mandal (1.50Km)

Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP-3 class for pipe culverts 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. for (2) Utpally PR Road to Pathu Tanda of Nagalgidda Mandal (1.50Km)

Providing and filling bedding of selected earth around the pipes of Hume pipe culverts suitably compacted / rammed including cost, (excluding seigniorage) and conveyance of materials to site etc., complete as per drawing and MoRT&H (5th Revision) and as directed by the Engineer-in-Charge. for (2) Utpally PR Road to Pathu Tanda of Nagalgidda Mandal (1.50Km)

(2) Utpally PR Road to Pathu Tanda of Nagalgidda Mandal (1.50Km) Total of Rs.

(3) Tukaram Tanda to Seri Tanda via Muna Tanda, Shantinagar GP of Nagalgidda Mandal (0.90 Km)

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 as per the Techinical Specification Clause 201 MoRTH 5th Revision for (3) Tukaram Tanda to Seri Tanda via Muna Tanda, Shantinagar GP of Nagalgidda Mandal (0.90 Km)

Construction of Embankment and Subgrade with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/Cum , CBR ≥ 10%, PI < 18%, by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil 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 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). for (3) Tukaram Tanda to Seri Tanda via Muna Tanda, Shantinagar GP of Nagalgidda Mandal (0.90 Km)

Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. for (3) Tukaram Tanda to Seri Tanda via Muna Tanda, Shantinagar GP of Nagalgidda Mandal (0.90 Km)

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 (3) Tukaram Tanda to Seri Tanda via Muna Tanda, Shantinagar GP of Nagalgidda Mandal (0.90 Km)

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 (3) Tukaram Tanda to Seri Tanda via Muna Tanda, Shantinagar GP of Nagalgidda Mandal (0.90 Km)

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 (3) Tukaram Tanda to Seri Tanda via Muna Tanda, Shantinagar GP of Nagalgidda Mandal (0.90 Km)

Providing 30 mm thick compacted Bituminous Concrete with 100-120 TPH Batch type hot mix plant or 40-60 TPH Drum 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 (3) Tukaram Tanda to Seri Tanda via Muna Tanda, Shantinagar GP of Nagalgidda Mandal (0.90 Km)

Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR ≥ 10%, PI < 18% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision) for (3) Tukaram Tanda to Seri Tanda via Muna Tanda, Shantinagar GP of Nagalgidda Mandal (0.90 Km)

(ii) Pipe culverts

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 excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge. for (3) Tukaram Tanda to Seri Tanda via Muna Tanda, Shantinagar GP of Nagalgidda Mandal (0.90 Km)

Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for levelling course for (3) Tukaram Tanda to Seri Tanda via Muna Tanda, Shantinagar GP of Nagalgidda Mandal (0.90 Km)

Vibrated cement concrete M20 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, (excluding seigniorage) 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 Sub structure . for (3) Tukaram Tanda to Seri Tanda via Muna Tanda, Shantinagar GP of Nagalgidda Mandal (0.90 Km)

Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP-3 class for pipe culverts 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. for (3) Tukaram Tanda to Seri Tanda via Muna Tanda, Shantinagar GP of Nagalgidda Mandal (0.90 Km)

Providing and filling bedding of selected earth around the pipes of Hume pipe culverts suitably compacted / rammed including cost, (excluding seigniorage) and conveyance of materials to site etc., complete as per drawing and MoRT&H (5th Revision) and as directed by the Engineer-in-Charge. for (3) Tukaram Tanda to Seri Tanda via Muna Tanda, Shantinagar GP of Nagalgidda Mandal (0.90 Km)

(3) Tukaram Tanda to Seri Tanda via Muna Tanda, Shantinagar GP of Nagalgidda Mandal (0.90 Km) Total of Rs.

(4) PWD road to Rupsing Tanda-Muktapur GP of Nagalgidda Mandal (0.80km)

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 as per the Techinical Specification Clause 201 MoRTH 5th Revision for (4) PWD road to Rupsing Tanda-Muktapur GP of Nagalgidda Mandal (0.80km)

Construction of Embankment and Subgrade with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/Cum , CBR ≥ 10%, PI < 18%, by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil 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 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). for (4) PWD road to Rupsing Tanda-Muktapur GP of Nagalgidda Mandal (0.80km)

Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. for (4) PWD road to Rupsing Tanda-Muktapur GP of Nagalgidda Mandal (0.80km)

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 (4) PWD road to Rupsing Tanda-Muktapur GP of Nagalgidda Mandal (0.80km)

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 (4) PWD road to Rupsing Tanda-Muktapur GP of Nagalgidda Mandal (0.80km)

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 (4) PWD road to Rupsing Tanda-Muktapur GP of Nagalgidda Mandal (0.80km)

Providing 30 mm thick compacted Bituminous Concrete with 100-120 TPH Batch type hot mix plant or 40-60 TPH Drum 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 (4) PWD road to Rupsing Tanda-Muktapur GP of Nagalgidda Mandal (0.80km)

Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR ≥ 10%, PI < 18% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision) for (4) PWD road to Rupsing Tanda-Muktapur GP of Nagalgidda Mandal (0.80km)

(4) PWD road to Rupsing Tanda-Muktapur GP of Nagalgidda Mandal (0.80km) Total of Rs.

(5) PR road to Ramchander T-Kishan Nayak Tanda GP of Nagalgidda Mandal (1.30 km)

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 as per the Techinical Specification Clause 201 MoRTH 5th Revision for (5) PR road to Ramchander T-Kishan Nayak Tanda GP of Nagalgidda Mandal (1.30 km)

Construction of Embankment and Subgrade with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/Cum , CBR ≥ 10%, PI < 18%, by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil 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 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). for (5) PR road to Ramchander T-Kishan Nayak Tanda GP of Nagalgidda Mandal (1.30 km)

Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. for (5) PR road to Ramchander T-Kishan Nayak Tanda GP of Nagalgidda Mandal (1.30 km)

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 (5) PR road to Ramchander T-Kishan Nayak Tanda GP of Nagalgidda Mandal (1.30 km)

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 (5) PR road to Ramchander T-Kishan Nayak Tanda GP of Nagalgidda Mandal (1.30 km)

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 (5) PR road to Ramchander T-Kishan Nayak Tanda GP of Nagalgidda Mandal (1.30 km)

Providing 30 mm thick compacted Bituminous Concrete with 100-120 TPH Batch type hot mix plant or 40-60 TPH Drum 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 (5) PR road to Ramchander T-Kishan Nayak Tanda GP of Nagalgidda Mandal (1.30 km)

Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR ≥ 10%, PI < 18% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision) for (5) PR road to Ramchander T-Kishan Nayak Tanda GP of Nagalgidda Mandal (1.30 km)

(5) PR road to Ramchander T-Kishan Nayak Tanda GP of Nagalgidda Mandal (1.30 km) Total of Rs.

ECV Rs.3,64,51,297/- (Rupees Three crores sixty four lakhs fifty one thusand two hundred and ninety seven only)

Total Number of items (55)(Fifty five only)