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| Sl. No. | Item Description |
| 1 | Construction of road from Km 1/400 of Avidi - Machavaram R&B Road to Kattavaripalem of Chirutapudi of Ambajipeta (M),Esti.Rs.65.00 Lakhs |
| 2 | Road Portion |
| 3 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 4 | 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 including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 5 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 6 | Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5% ,MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 7 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 8 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 9 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 10 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 11 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 12 | Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 13 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 14 | Providing, laying of close graded premix surfacing (mixed seal surfacing) material of 20mm thickness by hot mix plant using hard blasted granite machine crushed aggregates of 13.20 mm to 0.9mm (Type-B) as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S65, VG-30 Bulk) @ 19.00 Kg per 10 sqm area including cost of all materials including seigniorage and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and aligoment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORTH specification 512 complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor profit & over head excluding GST and seigniorage charges as directed by Engineer-in-charge. |
| 15 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 16 | Construction of 600mm dia RCC pipe culverts NP3 |
| 17 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 18 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 19 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 20 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 21 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 22 | Back filling behind abutment wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 MORD/710.14 of IRC 78 & 2200 MORTH, including overhead charges & contractor profit but excluding GST seigniorage charges etc., complete. |
| 23 | Retaining Wall |
| 24 | Providing 300mm dia DUR piles to 3.50M depth with using RCC M20 mix using 20mm HBG chips with required quantity of steel including cutting pile, laying concrete, including T&P charges and all labour charges etc., complete. |
| 25 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 26 | Cost and supply of Polythene sheet of 125 microns including cost and conveyance of all materials and all labour charges etc., complete including overhead charges & Contractors profit but excluding GST and Seignorage Charges. |
| 27 | Providing reinforced cement concrete M 20grade (Design Mix) in substructure using 20 & 10mm nominal size graded hard stone aggregate, mechanically mixed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807,1202 & 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges and cost of steel etc. complete for finished item of work for Caping beam |
| 28 | Providing reinforced cement concrete M 20grade (Design Mix) in substructure using 20 & 10mm nominal size graded hard stone aggregate, mechanically mixed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807,1202 & 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges and cost of steel etc. complete for finished item of work for Retaining wall |
| 29 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in foundation 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 including cost, all labour charges for all operations excluding GST etc complete for finished item of work for foundation. |
| 30 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in substructure 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 including cost, all labour charges for all operations excluding GST etc complete for finished item of work for Sub structure. |
| 31 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 32 | Road Safety Interventions |
| 33 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 34 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 35 | Providing and fixing of retro-reflectorized cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral triangle of size 600 mm |
| 36 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 37 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 38 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 39 | Construction of road from Km 11/200 of A B R&B Road to Ummanavarigaruvu of K Pedapudi of Ambajipeta (M),Esti.Rs.112.00 Lakhs |
| 40 | Road Portion |
| 41 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 42 | 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 including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 43 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 44 | Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5% ,MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 45 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 46 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 47 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 48 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 49 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 50 | Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 51 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 52 | Providing, laying of close graded premix surfacing (mixed seal surfacing) material of 20mm thickness by hot mix plant using hard blasted granite machine crushed aggregates of 13.20 mm to 0.9mm (Type-B) as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S65, VG-30 Bulk) @ 19.00 Kg per 10 sqm area including cost of all materials including seigniorage and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and aligoment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORTH specification 512 complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor profit & over head excluding GST and seigniorage charges as directed by Engineer-in-charge. |
| 53 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 54 | Construction of 600mm dia RCC pipe culvert |
| 55 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 56 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 57 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 58 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 59 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 60 | Back filling behind abutment wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 MORD/710.14 of IRC 78 & 2200 MORTH, including overhead charges & contractor profit but excluding GST seigniorage charges etc., complete. |
| 61 | Retaining Wall |
| 62 | Providing 300mm dia DUR piles to 3.50M depth with using RCC M20 mix using 20mm HBG chips with required quantity of steel including cutting pile, laying concrete, including T&P charges and all labour charges etc., complete. |
| 63 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 64 | Cost and supply of Polythene sheet of 125 microns including cost and conveyance of all materials and all labour charges etc., complete including overhead charges & Contractors profit but excluding GST and Seignorage Charges. |
| 65 | Providing reinforced cement concrete M 20grade (Design Mix) in substructure using 20 & 10mm nominal size graded hard stone aggregate, mechanically mixed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807,1202 & 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges and cost of steel etc. complete for finished item of work for Caping beam |
| 66 | Providing reinforced cement concrete M 20grade (Design Mix) in substructure using 20 & 10mm nominal size graded hard stone aggregate, mechanically mixed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807,1202 & 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges and cost of steel etc. complete for finished item of work for Retaining wall |
| 67 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in foundation 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 including cost, all labour charges for all operations excluding GST etc complete for finished item of work for foundation. |
| 68 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in substructure 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 including cost, all labour charges for all operations excluding GST etc complete for finished item of work for Sub structure. |
| 69 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 70 | Road Safety Interventions |
| 71 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 72 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 73 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600 mm Circular plate |
| 74 | Providing and fixing of retro-reflectorized cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral triangle of size 600 mm |
| 75 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 76 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 77 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 78 | Construction of road from 1/0 KM of Mukkamala-Madupalli R&B road to Pasupalli of Ambajipeta (M),Esti.Rs.160.00 Lakhs |
| 79 | Road Portion |
| 80 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 81 | 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 including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 82 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 83 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 84 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 85 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 86 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 87 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 88 | Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 89 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 90 | Providing, laying of close graded premix surfacing (mixed seal surfacing) material of 20mm thickness by hot mix plant using hard blasted granite machine crushed aggregates of 13.20 mm to 0.9mm (Type-B) as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S65, VG-30 Bulk) @ 19.00 Kg per 10 sqm area including cost of all materials including seigniorage and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and aligoment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORTH specification 512 complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor profit & over head excluding GST and seigniorage charges as directed by Engineer-in-charge. |
| 91 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 92 | Construction of 600mm dia RCC pipe culvert - 4 Nos |
| 93 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 94 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 95 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 96 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 97 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 98 | Back filling behind abutment wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 MORD/710.14 of IRC 78 & 2200 MORTH, including overhead charges & contractor profit but excluding GST seigniorage charges etc., complete. |
| 99 | Retaining Wall |
| 100 | Providing 300mm dia DUR piles to 3.50M depth with using RCC M20 mix using 20mm HBG chips with required quantity of steel including cutting pile, laying concrete, including T&P charges and all labour charges etc., complete. |
| 101 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 102 | Cost and supply of Polythene sheet of 125 microns including cost and conveyance of all materials and all labour charges etc., complete including overhead charges & Contractors profit but excluding GST and Seignorage Charges. |
| 103 | Providing reinforced cement concrete M 20grade (Design Mix) in substructure using 20 & 10mm nominal size graded hard stone aggregate, mechanically mixed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807,1202 & 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges and cost of steel etc. complete for finished item of work for Caping beam |
| 104 | Providing reinforced cement concrete M 20grade (Design Mix) in substructure using 20 & 10mm nominal size graded hard stone aggregate, mechanically mixed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807,1202 & 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges and cost of steel etc. complete for finished item of work for Retaining wall |
| 105 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in foundation 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 including cost, all labour charges for all operations excluding GST etc complete for finished item of work for foundation. |
| 106 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in substructure 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 including cost, all labour charges for all operations excluding GST etc complete for finished item of work for Sub structure. |
| 107 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 108 | Road Safety Interventions |
| 109 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 110 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 111 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm dia circular plate |
| 112 | Providing and fixing of retro-reflectorized cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral triangle of size 600 mm |
| 113 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 114 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 115 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 116 | Construction of Road from R&B Road at Dommetivaripalem to Nandampudi of Ambajipeta (M),Esti.Rs.111.60 Lakhs |
| 117 | Road Portion |
| 118 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 119 | 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 including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 120 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 121 | Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5% ,MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 122 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 123 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 124 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 125 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 126 | Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 127 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 128 | Providing, laying of close graded premix surfacing (mixed seal surfacing) material of 20mm thickness by hot mix plant using hard blasted granite machine crushed aggregates of 13.20 mm to 0.9mm (Type-B) as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S65, VG-30 Bulk) @ 19.00 Kg per 10 sqm area including cost of all materials including seigniorage and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and aligoment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORTH specification 512 complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor profit & over head excluding GST and seigniorage charges as directed by Engineer-in-charge. |
| 129 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 130 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 131 | Construction of 600mm dia RCC pipe culvert NP3 - 3 No |
| 132 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 133 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 134 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 135 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 136 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 137 | Retaining Wall |
| 138 | Augoring and boring of holes in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labourcharges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles of 300mm diameter, etc., including overhead charges & Contractors profit but excluding GST and Seignorage Charges. |
| 139 | Under-reaming for Bored cast-in-situ R.C.C. Piles for foundations in loamy, clayey soils like Black cotton soils and ordinary soils with Augoring and boring equipment in site as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles etc., including overhead charges & Contractors profit but excluding GST and Seignorage Charges for 300mm dia. |
| 140 | Supply and placing of the M 20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, pouring concrete by tremmy, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code from standard suppliers approved by the department including tremmy pumping, laying concrete, curing etc. complete but excluding cost of steel and its fabrication charges including overhead charges & Contractors profit but excluding GST & Seignorage Charges for 300mm dia Piles. |
| 141 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 142 | Cost and supply of Polythene sheet of 125 microns including cost and conveyance of all materials and all labour charges etc., complete including overhead charges & Contractors profit but excluding GST and Seignorage Charges. |
| 143 | Providing reinforced cement concrete M 20grade (Design Mix) in substructure using 20 & 10mm nominal size graded hard stone aggregate, mechanically mixed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807,1202 & 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges and cost of steel etc. complete for finished item of work for Caping beam |
| 144 | Providing reinforced cement concrete M 20grade (Design Mix) in substructure using 20 & 10mm nominal size graded hard stone aggregate, mechanically mixed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807,1202 & 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges and cost of steel etc. complete for finished item of work for Retaining wall |
| 145 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in foundation 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 including cost, all labour charges for all operations excluding GST etc complete for finished item of work for foundation. |
| 146 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in substructure 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 including cost, all labour charges for all operations excluding GST etc complete for finished item of work for Sub structure. |
| 147 | Road Safety Interventions |
| 148 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 149 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 150 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600 mm Circular plate |
| 151 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for e equilateral traiangle of size 600 mm |
| 152 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 153 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 154 | Construction of road from Km 1/800 of Avidi - Machavaram R&B Road to Vipparthivaripeta of Chirutapudi of Ambajipeta (M), Esti.Rs.160.00 Lakhs |
| 155 | Road Portion |
| 156 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 157 | 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 including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 158 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 159 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 160 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 161 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 162 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 163 | Construction of 600 mm dia RCC pipe culverts NP3 |
| 164 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 165 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 166 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 167 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 168 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 169 | Back filling behind abutment wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 MORD/710.14 of IRC 78 & 2200 MORTH, including overhead charges & contractor profit but excluding GST seigniorage charges etc., complete. |
| 170 | Retaining Wall |
| 171 | Providing 300mm dia DUR piles to 3.50M depth with using RCC M20 mix using 20mm HBG chips with required quantity of steel including cutting pile, laying concrete, including T&P charges and all labour charges etc., complete. |
| 172 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 173 | Cost and supply of Polythene sheet of 125 microns including cost and conveyance of all materials and all labour charges etc., complete including overhead charges & Contractors profit but excluding GST and Seignorage Charges. |
| 174 | Providing reinforced cement concrete M 20grade (Design Mix) in substructure using 20 & 10mm nominal size graded hard stone aggregate, mechanically mixed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807,1202 & 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges and cost of steel etc. complete for finished item of work for Caping beam |
| 175 | Providing reinforced cement concrete M 20grade (Design Mix) in substructure using 20 & 10mm nominal size graded hard stone aggregate, mechanically mixed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807,1202 & 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges and cost of steel etc. complete for finished item of work for Retaining wall |
| 176 | Supplying, fitting, and placing HYSD bar reinforcement ( Fe-415) in foundationscomplete as per drawing and technical specifications Clauses 1000,and 1202 MORD & 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost, all labour charges for all operationsincluding Contractors profitbut excluding GST etc complete for foundations. |
| 177 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in substructure 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 including cost, all labour charges for all operations excluding GST etc complete for finished item of work for Sub structure. |
| 178 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 179 | Road Safety Interventions |
| 180 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 181 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 182 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600 mm Circular plate |
| 183 | Providing and fixing of retro-reflectorized cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral triangle of size 600 mm |
| 184 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 185 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 186 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 187 | Construction of road from Km 5/400 Edarapalli - Ambajipeta R&B Road to Pithanivaripalem of Nandampudi of Ambajipeta (M),Esti.Rs.50.50 Lakhs |
| 188 | Road Portion |
| 189 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 190 | 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 including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 191 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 192 | Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5% ,MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 193 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 194 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 195 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 196 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 197 | Construction of 600mm dia RCC pipe culverts NP3 - 2 Nos |
| 198 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 199 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 200 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 201 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 202 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 203 | Retaining Wall |
| 204 | Augoring and boring of holes in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labourcharges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles of 300mm diameter, etc., including overhead charges & Contractors profit but excluding GST and Seignorage Charges. |
| 205 | Under-reaming for Bored cast-in-situ R.C.C. Piles for foundations in loamy, clayey soils like Black cotton soils and ordinary soils with Augoring and boring equipment in site as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles etc., including overhead charges & Contractors profit but excluding GST and Seignorage Charges for 300mm dia. |
| 206 | Supply and placing of the M 20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, pouring concrete by tremmy, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code from standard suppliers approved by the department including tremmy pumping, laying concrete, curing etc. complete but excluding cost of steel and its fabrication charges including overhead charges & Contractors profit but excluding GST & Seignorage Charges for 300mm dia Piles. |
| 207 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 208 | Cost and supply of Polythene sheet of 125 microns including cost and conveyance of all materials and all labour charges etc., complete including overhead charges & Contractors profit but excluding GST and Seignorage Charges. |
| 209 | Providing reinforced cement concrete M 20grade (Design Mix) in substructure using 20 & 10mm nominal size graded hard stone aggregate, mechanically mixed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807,1202 & 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges and cost of steel etc. complete for finished item of work for Caping beam |
| 210 | Providing reinforced cement concrete M 20grade (Design Mix) in substructure using 20 & 10mm nominal size graded hard stone aggregate, mechanically mixed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807,1202 & 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges and cost of steel etc. complete for finished item of work for Retaining wall |
| 211 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in foundation 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 including cost, all labour charges for all operations excluding GST etc complete for finished item of work for foundation. |
| 212 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in substructure 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 including cost, all labour charges for all operations excluding GST etc complete for finished item of work for Sub structure. |
| 213 | Road Safety Interventions |
| 214 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 215 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 216 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600 mm Circular plate |
| 217 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm |
| 218 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 219 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 220 | Construction of road from Bodipalem- Muktheswaram R&B road to Injavaripeta of Pasuaplli in Ambajipeta (M),Esti.Rs.114.00 Lakhs |
| 221 | Road Portion |
| 222 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 223 | 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 including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 224 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 225 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 226 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 227 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 228 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 229 | Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 230 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 231 | Providing, laying and rolling of close-graded premix surfacing (mixed seal surface) material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade as per Tech. Specification No 512 MORTH including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 232 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 233 | Construction of 600mm dia RCC pipe culverts NP3 -3 Nos |
| 234 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 235 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 236 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 237 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 238 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 239 | Retaining Wall |
| 240 | Augoring and boring of holes in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labourcharges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles of 300mm diameter, etc., including overhead charges & Contractors profit but excluding GST and Seignorage Charges. |
| 241 | Under-reaming for Bored cast-in-situ R.C.C. Piles for foundations in loamy, clayey soils like Black cotton soils and ordinary soils with Augoring and boring equipment in site as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles etc., including overhead charges & Contractors profit but excluding GST and Seignorage Charges for 300mm dia. |
| 242 | Supply and placing of the M 20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, pouring concrete by tremmy, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code from standard suppliers approved by the department including tremmy pumping, laying concrete, curing etc. complete but excluding cost of steel and its fabrication charges including overhead charges & Contractors profit but excluding GST & Seignorage Charges for 300mm dia Piles. |
| 243 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 244 | Cost and supply of Polythene sheet of 125 microns including cost and conveyance of all materials and all labour charges etc., complete including overhead charges & Contractors profit but excluding GST and Seignorage Charges. |
| 245 | Providing reinforced cement concrete M 20grade (Design Mix) in substructure using 20 & 10mm nominal size graded hard stone aggregate, mechanically mixed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807,1202 & 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges and cost of steel etc. complete for finished item of work for Caping beam |
| 246 | Providing reinforced cement concrete M 20grade (Design Mix) in substructure using 20 & 10mm nominal size graded hard stone aggregate, mechanically mixed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807,1202 & 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges and cost of steel etc. complete for finished item of work for Retaining wall |
| 247 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in foundation 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 including cost, all labour charges for all operations excluding GST etc complete for finished item of work for foundation. |
| 248 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in substructure 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 including cost, all labour charges for all operations excluding GST etc complete for finished item of work for Sub structure. |
| 249 | Road Safety Interventions |
| 250 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 251 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 252 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600 mm Circular plate |
| 253 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work forequilateral traiangle of size 600 mm |
| 254 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 255 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 256 | Construction of road from Munjavaram R&B Road to Itikalameraka of Munganda in P Gannavaram (M),Esti.Rs.46.50 Lakhs |
| 257 | Road Portion |
| 258 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 259 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 260 | Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5% ,MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 261 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 262 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 263 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Kerb walls . |
| 264 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 265 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 266 | Construction of 600dia RCC pipe culvert NP3 - 1 No |
| 267 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 268 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 269 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 270 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 271 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 272 | Road Safety Interventions |
| 273 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 274 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 275 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm |
| 276 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 277 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 278 | Construction of Road from Flood Bank to Sivayalanka of Manepalli of P Gannavaram (M),Esti.Rs.145.00 Lakhs. |
| 279 | Road Portion |
| 280 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 281 | 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 including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 282 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 283 | Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5% ,MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 284 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 285 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 286 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 287 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Kerb walls . |
| 288 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 289 | Construction of 600dia RCC pipe culvert NP3 - 4 Nos |
| 290 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 291 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 292 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 293 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 294 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 295 | Retaining Wall |
| 296 | Augoring and boring of holes in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labourcharges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles of 300mm diameter, etc., including overhead charges & Contractors profit but excluding GST and Seignorage Charges. |
| 297 | Under-reaming for Bored cast-in-situ R.C.C. Piles for foundations in loamy, clayey soils like Black cotton soils and ordinary soils with Augoring and boring equipment in site as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles etc., including overhead charges & Contractors profit but excluding GST and Seignorage Charges for 300mm dia. |
| 298 | Supply and placing of the M 20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, pouring concrete by tremmy, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code from standard suppliers approved by the department including tremmy pumping, laying concrete, curing etc. complete but excluding cost of steel and its fabrication charges including overhead charges & Contractors profit but excluding GST & Seignorage Charges for 300mm dia Piles. |
| 299 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 300 | Cost and supply of Polythene sheet of 125 microns including cost and conveyance of all materials and all labour charges etc., complete including overhead charges & Contractors profit but excluding GST and Seignorage Charges. |
| 301 | Providing reinforced cement concrete M 20grade (Design Mix) in substructure using 20 & 10mm nominal size graded hard stone aggregate, mechanically mixed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807,1202 & 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges and cost of steel etc. complete for finished item of work for Caping beam |
| 302 | Providing reinforced cement concrete M 20grade (Design Mix) in substructure using 20 & 10mm nominal size graded hard stone aggregate, mechanically mixed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807,1202 & 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges and cost of steel etc. complete for finished item of work for Retaining wall |
| 303 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in foundation 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 including cost, all labour charges for all operations excluding GST etc complete for finished item of work for foundation. |
| 304 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in substructure 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 including cost, all labour charges for all operations excluding GST etc complete for finished item of work for Sub structure. |
| 305 | Road Safety Interventions |
| 306 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 307 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 308 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm |
| 309 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600 mm Circular plate |
| 310 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 311 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 312 | Construction of road from Ramarajulanka - A P R Lamka R&B Road to Badava- Pallipalem of Malikipuram (M), Esti.Rs.142.00 Lakhs |
| 313 | Road Portion |
| 314 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 315 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 316 | Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5% ,MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 317 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 318 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 319 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 320 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 321 | Construction of pipe culvert 600mm dia NP3 - 1 No |
| 322 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 323 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 324 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 325 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 326 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 327 | Construction of Pipe Culverts 1000mm dia. NP3single row (7 Nos.) |
| 328 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 329 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 330 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 331 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 332 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 1000mm dia. |
| 333 | Road Safety Interventions |
| 334 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 335 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 336 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600 mm Circular plate |
| 337 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work forequilateral traiangle of size 600 mm |
| 338 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 339 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 340 | Construction of road from Cinema Hall at Kunavaram -Kesanapalli R&B Road to Colony in Gudapalli of Malikipuram (M), Esti.Rs.150.00 Lakhs |
| 341 | Road Portion |
| 342 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 343 | 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 including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 344 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 345 | Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5% ,MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 346 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 347 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 348 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 349 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 350 | Construction of pipe culvert 600mm dia NP3 - 2 Nos |
| 351 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 352 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 353 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 354 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 355 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 356 | Road Safety Interventions |
| 357 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 358 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 359 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600 mm Circular plate |
| 360 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm |
| 361 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 362 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 363 | Construction of road from Lakkavaram - Gudapalli R&B Road to Medida & Kakulavari group of Malikipuram (M), Rs.121.00 Lakhs |
| 364 | Road Portion |
| 365 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 366 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 367 | Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5% ,MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 368 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 369 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 370 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 371 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 372 | Construction of pipe culvert 600mm dia NP3 - 2 Nos |
| 373 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 374 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 375 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 376 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 377 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 378 | Road Safety Interventions |
| 379 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 380 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 381 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600 mm Circular plate |
| 382 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work forequilateral traiangle of size 600 mm |
| 383 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 384 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 385 | Construction of road from Battelanka - V V Meraka R&B Road to Pallipalem of Kathimanda of Malikipuram (M), Esti.Rs.60.00 Lakhs |
| 386 | Road Portion |
| 387 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 388 | 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 including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 389 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 390 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 391 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 392 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 393 | Construction of pipe culvert 600mm dia NP3 - 2 Nos |
| 394 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 395 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 396 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 397 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 398 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 399 | Road Safety Interventions |
| 400 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 401 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 402 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600 mm Circular plate |
| 403 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work forequilateral traiangle of size 600 mm |
| 404 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 405 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 406 | Construction of road from Chintalamori - Malikipuram R & Broad to Pillivari group of VR Puram of Malikipuram (M), Esti.Rs.99.00 Lakhs |
| 407 | Road Portion |
| 408 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 409 | 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 including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 410 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 411 | Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5% ,MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 412 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 413 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 414 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 415 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 416 | Construction of pipe culvert 600mm dia NP3 - 2 Nos |
| 417 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 418 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 419 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 420 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 421 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 422 | Road Safety Interventions |
| 423 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 424 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 425 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600 mm Circular plate |
| 426 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work forequilateral traiangle of size 600 mm |
| 427 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 428 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 429 | Construction of Road from Kesenapalli - Karavaka R&B Road to Mutyalavari Colony in Turpupalem of Malikipuram (M), Esti.Rs.50.00 Lakhs |
| 430 | Road Portion |
| 431 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 432 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 433 | Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5% ,MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 434 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 435 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 436 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 437 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 438 | Road Safety Interventions |
| 439 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 440 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 441 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600 mm Circular plate |
| 442 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work forequilateral traiangle of size 600 mm |
| 443 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 444 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 445 | Construction of road from Kadali - Ponnamanda R&B Road to Gangarajucheruvu of Kadali. of Razole (M),Esti.Rs.72.00 Lakhs |
| 446 | Road Portion |
| 447 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 448 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 449 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 450 | Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5% ,MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 451 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 452 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 453 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 454 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 455 | Construction of pipe culvert 600mm dia NP3 - 2 Nos |
| 456 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 457 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 458 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 459 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 460 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 461 | Road Safety Interventions |
| 462 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 463 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 464 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600 mm Circular plate |
| 465 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work forequilateral traiangle of size 600 mm |
| 466 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 467 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 468 | Construction of road from Addlapalem - Anthervedi R&B Road to Bommidivari group in Gondi (v) of Sakhinetipalli (M), Esti.Rs.80.00 Lakhs. |
| 469 | Road Portion |
| 470 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 471 | 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 including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 472 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 473 | Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5% ,MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 474 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 475 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 476 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 477 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 478 | Construction of pipe culvert 600mm dia NP3 - 2 Nos |
| 479 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 480 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 481 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 482 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 483 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 484 | Road Safety Interventions |
| 485 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 486 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 487 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600 mm Circular plate |
| 488 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work forequilateral traiangle of size 600 mm |
| 489 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 490 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 491 | Construction of road from R R Lanka - Sakhinetipalli R&B Road to Ravurivari meraka in A P R Lanka of Sakhinetipalli (M), Esti.Rs.86.00 Lakhs |
| 492 | Road Portion |
| 493 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 494 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 495 | Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5% ,MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 496 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 497 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 498 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 499 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 500 | Construction of pipe culvert 600mm dia NP3 - 2 Nos |
| 501 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 502 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 503 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Chargesfor Leveling Coarse |
| 504 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 505 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 506 | Road Safety Interventions |
| 507 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 508 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 509 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600 mm Circular plate |
| 510 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work forequilateral traiangle of size 600 mm |
| 511 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 512 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
| 513 | Construction of road from Chintalamori - Gondi R&B Road to Gunnala (Thotavari group) in Anthervedipalem of Sakhinetipalli (M),Esti.Rs.94.00 Lakhs |
| 514 | Road Portion |
| 515 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 516 | 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 including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 517 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead a lead upto 1000 m as per technical specification clause 301.5 MORD/305 MORTH including overhead charges & contractor profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 518 | Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5% ,MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 519 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory roller 8 T to achieve thedesired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 520 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 521 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 522 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) |
| 523 | Construction of pipe culvert 600mm dia NP3 - 2 Nos |
| 524 | Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 525 | Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 526 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse. |
| 527 | Providing concrete for plain concrete M15 ( Nominal mix)in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls . |
| 528 | Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets Tech Specification Clause 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia. |
| 529 | Road Safety Interventions |
| 530 | Reinforced cement concrete M20 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 531 | Reinforced cement concrete M20 grade Hectometer stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 532 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600 mm Circular plate |
| 533 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel angleiron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work forequilateral traiangle of size 600 mm |
| 534 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm |
| 535 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm |
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