CRR SCP 2024-25

Package No.1/CRRSCP of 13 Works in Hasanparthy mandal in Wardhannapet Assembly Constituency of Hanamkonda District-Laying of Internal CC Road & Side Drains in SC Locality in Ananthasagar GP of Hasanparthy (M) Hanamkonda District, Est Cost: 40.70 Lakhs.-Road Portion-Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD, But excluding GST.

Construction of Granular sub-base by providing HBG material confirming to Grading VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc. Base Course

Construction of plain cement concrete pavement, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 adopting Nominal Mix 1:2:4 Proportion equivalent to M20 Grade, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per Technical Specification Clause 1501 MORD. CC Road

Construction of Gravel Shoulders by providing Good Gravel and spreading in uniform layers on prepared surface and spreading with irrespective thickness in layers including cost and conveyance of all materials and labour charges Seignarage charges, etc, complete

Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement

Side Drain-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 Side drain

Providing PCC M15 mix using, 20mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 foundation.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD/1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded But excluding GST & Seignarage charges.

Providing CC M20 mix using 20mm size HBG crushed stone aggregate and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 t Engineer-in-Charge for drain slab

Laying of Internal CC Road & Side Drains in SC Locality in Arvapally GP of Hasanparthy (M) Hanamkonda District, Est Cost: 15.00 Lakhs.-Road Portion-Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD, But excluding GST.

Construction of Granular sub-base by providing HBG material confirming to Grading VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc. Base Course

Construction of plain cement concrete pavement, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 adopting Nominal Mix 1:2:4 Proportion equivalent to M20 Grade, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per Technical Specification Clause 1501 MORD. CC Road

Construction of Gravel Shoulders by providing Good Gravel and spreading in uniform layers on prepared surface and spreading with irrespective thickness in layers including cost and conveyance of all materials and labour charges Seignarage charges, etc, complete

Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement

Side Drain-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 Side drain

Providing PCC M15 mix using, 20mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 foundation.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD/1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded But excluding GST & Seignarage charges.

Providing CC M20 mix using 20mm size HBG crushed stone aggregate and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 t Engineer-in-Charge for drain slab

Laying of Internal CC Road & Side Drains in SC Locality in Jayagiri GP of Hasanparthy (M) Hanamkonda District, Est Cost: 17.00 Lakhs.-Road Portion-Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD, But excluding GST.

Construction of Granular sub-base by providing HBG material confirming to Grading VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc. Base Course

Construction of plain cement concrete pavement, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 adopting Nominal Mix 1:2:4 Proportion equivalent to M20 Grade, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per Technical Specification Clause 1501 MORD. CC Road

Construction of Gravel Shoulders by providing Good Gravel and spreading in uniform layers on prepared surface and spreading with irrespective thickness in layers including cost and conveyance of all materials and labour charges Seignarage charges, etc, complete

Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement

Side Drain-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 Side drain

Providing PCC M15 mix using, 20mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 foundation.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD/1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded But excluding GST & Seignarage charges.

Providing CC M20 mix using 20mm size HBG crushed stone aggregate and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 t Engineer-in-Charge for drain slab

Laying of Internal CC Road & Side Drains in SC Locality in Kothapally GP of Hasanparthy (M) Hanamkonda District, Est Cost: 20.70 Lakhs.-Road Portion-Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD, But excluding GST.

Construction of Granular sub-base by providing HBG material confirming to Grading VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc. Base Course

Construction of plain cement concrete pavement, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 adopting Nominal Mix 1:2:4 Proportion equivalent to M20 Grade, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per Technical Specification Clause 1501 MORD. CC Road

Construction of Gravel Shoulders by providing Good Gravel and spreading in uniform layers on prepared surface and spreading with irrespective thickness in layers including cost and conveyance of all materials and labour charges Seignarage charges, etc, complete

Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement

Side Drain-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 Side drain

Providing PCC M15 mix using, 20mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 foundation.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD/1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded But excluding GST & Seignarage charges.

Providing CC M20 mix using 20mm size HBG crushed stone aggregate and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 t Engineer-in-Charge for drain slab

Laying of Internal CC Road & Side Drains in SC Locality in Madipally GP of Hasanparthy (M) Hanamkonda District, Est Cost: 20.00 Lakhs.-Road Portion-Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD, But excluding GST.

Construction of Granular sub-base by providing HBG material confirming to Grading VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc. Base Course

Construction of plain cement concrete pavement, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 adopting Nominal Mix 1:2:4 Proportion equivalent to M20 Grade, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per Technical Specification Clause 1501 MORD. CC Road

Construction of Gravel Shoulders by providing Good Gravel and spreading in uniform layers on prepared surface and spreading with irrespective thickness in layers including cost and conveyance of all materials and labour charges Seignarage charges, etc, complete

Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement

Side Drain-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 Side drain

Providing PCC M15 mix using, 20mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 foundation.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD/1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded But excluding GST & Seignarage charges.

Providing CC M20 mix using 20mm size HBG crushed stone aggregate and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 t Engineer-in-Charge for drain slab

Laying of Internal CC Road & Side Drains in SC Locality in Mallareddypally GP of Hasanparthy (M) Hanamkonda District, Est Cost: 16.65 Lakhs.-Road Portion-Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD, But excluding GST.

Construction of Granular sub-base by providing HBG material confirming to Grading VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc. Base Course

Construction of plain cement concrete pavement, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 adopting Nominal Mix 1:2:4 Proportion equivalent to M20 Grade, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per Technical Specification Clause 1501 MORD. CC Road

Construction of Gravel Shoulders by providing Good Gravel and spreading in uniform layers on prepared surface and spreading with irrespective thickness in layers including cost and conveyance of all materials and labour charges Seignarage charges, etc, complete

Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement

Side Drain-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 Side drain

Providing PCC M15 mix using, 20mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 foundation.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD/1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded But excluding GST & Seignarage charges.

Providing CC M20 mix using 20mm size HBG crushed stone aggregate and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 t Engineer-in-Charge for drain slab

Laying of Internal CC Road & Side Drains in SC Locality in Nagaram GP of Hasanparthy (M) Hanamkonda District, Est Cost: 40.00 Lakhs.-Road Portion-Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD, But excluding GST.

Construction of Granular sub-base by providing HBG material confirming to Grading VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc. Base Course

Construction of plain cement concrete pavement, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 adopting Nominal Mix 1:2:4 Proportion equivalent to M20 Grade, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per Technical Specification Clause 1501 MORD. CC Road

Construction of Gravel Shoulders by providing Good Gravel and spreading in uniform layers on prepared surface and spreading with irrespective thickness in layers including cost and conveyance of all materials and labour charges Seignarage charges, etc, complete

Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement

Side Drain-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 Side drain

Providing PCC M15 mix using, 20mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 foundation.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD/1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded But excluding GST & Seignarage charges.

Providing CC M20 mix using 20mm size HBG crushed stone aggregate and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 t Engineer-in-Charge for drain slab

Laying of Internal CC Road & Side Drains in SC Locality in Pembarthy GP of Hasanparthy (M) Hanamkonda District, Est Cost: 36.50 Lakhs.-Road Portion-Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD, But excluding GST.

Construction of Granular sub-base by providing HBG material confirming to Grading VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc. Base Course

Construction of plain cement concrete pavement, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 adopting Nominal Mix 1:2:4 Proportion equivalent to M20 Grade, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per Technical Specification Clause 1501 MORD. CC Road

Construction of Gravel Shoulders by providing Good Gravel and spreading in uniform layers on prepared surface and spreading with irrespective thickness in layers including cost and conveyance of all materials and labour charges Seignarage charges, etc, complete

Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement

Side Drain-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 Side drain

Providing PCC M15 mix using, 20mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 foundation.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD/1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded But excluding GST & Seignarage charges.

Providing CC M20 mix using 20mm size HBG crushed stone aggregate and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 t Engineer-in-Charge for drain slab

Laying of Internal CC Road & Side Drains in SC Locality in Seethampet GP of Hasanparthy (M) Hanamkonda District, Est Cost: 29.90 Lakhs-Road Portion-Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD, But excluding GST.

Construction of Granular sub-base by providing HBG material confirming to Grading VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc. Base Course

Construction of plain cement concrete pavement, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 adopting Nominal Mix 1:2:4 Proportion equivalent to M20 Grade, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per Technical Specification Clause 1501 MORD. CC Road

Construction of Gravel Shoulders by providing Good Gravel and spreading in uniform layers on prepared surface and spreading with irrespective thickness in layers including cost and conveyance of all materials and labour charges Seignarage charges, etc, complete

Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement

Side Drain-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 Side drain

Providing PCC M15 mix using, 20mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 foundation.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD/1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded But excluding GST & Seignarage charges.

Providing CC M20 mix using 20mm size HBG crushed stone aggregate and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 t Engineer-in-Charge for drain slab

Laying of Internal CC Road & Side Drains in SC Locality in Seethanagaram GP of Hasanparthy (M) Hanamkonda District, Est Cost: 15.00 Lakhs-Road Portion-Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD, But excluding GST.

Construction of Granular sub-base by providing HBG material confirming to Grading VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc. Base Course

Construction of plain cement concrete pavement, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 adopting Nominal Mix 1:2:4 Proportion equivalent to M20 Grade, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per Technical Specification Clause 1501 MORD. CC Road

Construction of Gravel Shoulders by providing Good Gravel and spreading in uniform layers on prepared surface and spreading with irrespective thickness in layers including cost and conveyance of all materials and labour charges Seignarage charges, etc, complete

Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement

Side Drain-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 Side drain

Providing PCC M15 mix using, 20mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 foundation.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD/1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded But excluding GST & Seignarage charges.

Providing CC M20 mix using 20mm size HBG crushed stone aggregate and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 t Engineer-in-Charge for drain slab

Laying of Internal CC Road & Side Drains in SC Locality in Siddapur GP of Hasanparthy (M) Hanamkonda District, Est Cost: 15.00 Lakhs-Road Portion-Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD, But excluding GST.

Construction of Granular sub-base by providing HBG material confirming to Grading VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc. Base Course

Construction of plain cement concrete pavement, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 adopting Nominal Mix 1:2:4 Proportion equivalent to M20 Grade, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per Technical Specification Clause 1501 MORD. CC Road

Construction of Gravel Shoulders by providing Good Gravel and spreading in uniform layers on prepared surface and spreading with irrespective thickness in layers including cost and conveyance of all materials and labour charges Seignarage charges, etc, complete

Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement

Side Drain-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 Side drain

Providing PCC M15 mix using, 20mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 foundation.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD/1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded But excluding GST & Seignarage charges.

Providing CC M20 mix using 20mm size HBG crushed stone aggregate and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 t Engineer-in-Charge for drain slab

Laying of Internal CC Road & Side Drains in SC Locality in Sudanpally GP of Hasanparthy (M) Hanamkonda District, Est Cost: 20.00 Lakhs- Road Portion-Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD, But excluding GST.

Construction of Granular sub-base by providing HBG material confirming to Grading VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc. Base Course

Construction of plain cement concrete pavement, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 adopting Nominal Mix 1:2:4 Proportion equivalent to M20 Grade, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per Technical Specification Clause 1501 MORD. CC Road

Construction of Gravel Shoulders by providing Good Gravel and spreading in uniform layers on prepared surface and spreading with irrespective thickness in layers including cost and conveyance of all materials and labour charges Seignarage charges, etc, complete

Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement

Side Drain-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 Side drain

Providing PCC M15 mix using, 20mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 foundation.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD/1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded But excluding GST & Seignarage charges.

Providing CC M20 mix using 20mm size HBG crushed stone aggregate and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 t Engineer-in-Charge for drain slab

Laying of Internal CC Road & Side Drains in SC Locality in Bairanpally GP of Hasanparthy (M) Hanamkonda District, Est Cost: 8.00 Lakhs-Road Portion-Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD, But excluding GST.

Construction of Granular sub-base by providing HBG material confirming to Grading VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc. Base Course

Construction of plain cement concrete pavement, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 adopting Nominal Mix 1:2:4 Proportion equivalent to M20 Grade, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per Technical Specification Clause 1501 MORD. CC Road

Construction of Gravel Shoulders by providing Good Gravel and spreading in uniform layers on prepared surface and spreading with irrespective thickness in layers including cost and conveyance of all materials and labour charges Seignarage charges, etc, complete

Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement

Side Drain-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 Side drain

Providing PCC M15 mix using, 20mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 foundation.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD/1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded But excluding GST & Seignarage charges.

Providing CC M20 mix using 20mm size HBG crushed stone aggregate and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50%) conforming to table 1000-2 of MoRT&H including cost, 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 t Engineer-in-Charge for drain slab