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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-12-2020 | Corrigendum-2 | Technical Bid | 22-12-2020 |
| 2 | 16-12-2020 | Corrigendum-1 | Other | 22-12-2020 |
| Name of Work: Package No. 9C/APRRP/PRED/VSP/ROAD/002, Consisting of 4 works in Araku Valley mandal of Visakhapatnam District | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of road from Kaguvalsa PR road to Morriguda via Gyabanda of Araku Valley mandal | 1 | ||
| 2 | 1.01 | ROAD PORTION | 1.01 | ||
| 3 | 1.02 | 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. | 1.02 | 11760 | sqm |
| 4 | 1.03 | Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201. including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. Girth above 300mm and up to 600mm | 1.03 | 225 | No. |
| 5 | 1.04 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. | 1.04 | 10967.6 | cum. |
| 6 | 1.05 | 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 upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTH including overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work. | 1.05 | 3732.35 | cum. |
| 7 | 1.06 | Construction of Improved Subgrade /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 Vibratory roller 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 all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. | 1.06 | 1476 | cum. |
| 8 | 1.07 | Construction of granular sub-base by providing well graded HBG M/C material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, including overhead charges & Contractors profit but excluding GST and Seignorage charges etc., complete for finished item of work. | 1.07 | 2238.38 | cum. |
| 9 | 1.08 | Providing, laying, spreading and compacting HBG graded machine crushed 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, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel 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. | 1.08 | 2860.43 | cum. |
| 10 | 1.09 | 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. | 1.09 | 18064.5 | sqm |
| 11 | 1.1 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor 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. | 1.1 | 18064.5 | sqm |
| 12 | 1.11 | Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using HBG crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. | 1.11 | 451.62 | cum. |
| 13 | 1.12 | 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 @3.25 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 drawing and including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) | 1.12 | 95.63 | cum. |
| 14 | 1.13 | Construction of 1000 mm dia RCC Pipe culverts -10 No. | 1.13 | ||
| 15 | 1.14 | 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 out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges | 1.14 | 454.5 | cum. |
| 16 | 1.15 | Filling with sand in foundation trenches as 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. | 1.15 | 25.1 | cum. |
| 17 | 1.16 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG 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 out water 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 | 1.16 | 40 | cum. |
| 18 | 1.17 | Providing concrete for plain concrete M15 (Normal mix) in Head walls using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days 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 Head walls | 1.17 | 205.2 | cum. |
| 19 | 1.18 | Providing and laying 1000 mm dia NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003 for culverts on first class bedding of granular material including fixing 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. | 1.18 | 75 | Rm. |
| 20 | 1.19 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shaded on New plastered/concrete surfaces as per deawings and technical specification clause 1701 of MORD including overhead charges & Contractors profit, excluding GST and etc., complete as per the direction of Engineer-in-charge | 1.19 | 191.4 | sqm |
| 21 | 1.2 | Construction of Retaining wall | 1.2 | ||
| 22 | 1.21 | 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 out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges | 1.21 | 299.25 | cum |
| 23 | 1.22 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG 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 out water 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 | 1.22 | 39.9 | cum |
| 24 | 1.23 | Providing concrete for plain concrete M15 (Normal mix) in Retaining wall body walls using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days 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 Retaining wall body walls | 1.23 | 282.94 | cum |
| 25 | 1.24 | Providing weep holes in plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe 6kg/cm2 extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 1206.6 MORD including cost of materials, conveyance, royalty, OH & CP, taxes, labour, T&P etc ,including overhead charges & Contractors profit, excluding GST etc., complete as per the direction of Engineer-in-charge | 1.24 | 200 | Rm. |
| 26 | 1.25 | Construction of RCC guide posts of 250 mm dia M20 grade cast-in-situ with 20 mm nominal size aggregate (HBG machine crushed), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawings and Technicals specification clause 1608.2 including contractors profit & over head charges, cost of steel and its fabrication charges, but excluding GST and seigniorage charges etc complete for finished item of work. | 1.25 | 100 | No. |
| 27 | 1.26 | Backfilling behind abutment, wing wall and return wall with selected earth complete as per drawings & technical specification Clause 1604.7 MORD including cost of materials, conveyance, royalty, OH & CP, taxes, labour, T&P etc including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge | 1.26 | 94.88 | cum |
| 28 | 1.27 | ROAD SAFETY INTERVENTIONS | 1.27 | ||
| 29 | 1.28 | Providing and fixing of kilometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of 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. | 1.28 | 5 | No. |
| 30 | 1.29 | Providing and fixing of Hectometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of 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. | 1.29 | 20 | No. |
| 31 | 1.3 | 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 600 mm Circular sign boards | 1.3 | 6 | No. |
| 32 | 1.31 | 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 600 mm Equilateral triangle sign boards | 1.31 | 14 | No. |
| 33 | 1.32 | 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 per MoRD specifications of required shade & colour supported & welded on two 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 1701 including 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 | 1.32 | 1.8 | sqm |
| 34 | 1.33 | 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 per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG 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 1701 including 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 | 1.33 | 1.08 | sqm |
| 35 | 2 | Construction of Road from Lotheru R&B Rd.(@ 9/5 Km) to KamalaThota (Via) Dabuguda-Domaljoru from Thotavalasa of Araku Valley mandal | 2 | ||
| 36 | 2.01 | ROAD PORTION | 2.01 | ||
| 37 | 2.02 | 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. | 2.02 | 13300 | Sqm |
| 38 | 2.03 | Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201. including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. Girth above 300mm and up to 600mm | 2.03 | 1200 | Nos |
| 39 | 2.04 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. | 2.04 | 23039.4 | Cum |
| 40 | 2.05 | 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 upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTH including overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work. | 2.05 | 16063.9 | Cum |
| 41 | 2.06 | 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. | 2.06 | 13500 | Sqm |
| 42 | 2.07 | Construction of Improved Subgrade /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 Vibratory roller 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 all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. | 2.07 | 2900 | Cum |
| 43 | 2.08 | Construction of granular sub-base by providing well graded HBG M/C material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, including overhead charges & Contractors profit but excluding GST and Seignorage charges etc., complete for finished item of work. | 2.08 | 3665.25 | Cum |
| 44 | 2.09 | Providing, laying, spreading and compacting HBG graded machine crushed 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, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel 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. | 2.09 | 5591.25 | Cum |
| 45 | 2.1 | 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. | 2.1 | 34935 | Sqm |
| 46 | 2.11 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor 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. | 2.11 | 34935 | Sqm |
| 47 | 2.12 | Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using HBG crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. | 2.12 | 873.37 | Cum |
| 48 | 2.13 | 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 @3.25 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 drawing and including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) | 2.13 | 318.75 | Cum |
| 49 | 2.14 | Construction of 3.00 mts span RCC slab culvert -1 Nos | 2.14 | ||
| 50 | 2.15 | 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 out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges | 2.15 | 284.22 | Cum |
| 51 | 2.16 | Filling with sand in foundation trenches as 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. | 2.16 | 28.42 | Cum |
| 52 | 2.17 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG 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 out water 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 | 2.17 | 28.42 | Cum |
| 53 | 2.18 | Providing concrete for plain concrete M15 (Normal mix) using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days 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 footings | 2.18 | 18.72 | Cum |
| 54 | 2.19 | Providing concrete for plain concrete M15 (Normal mix) in body walls using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days 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 body walls | 2.19 | 170.01 | Cum |
| 55 | 2.2 | P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for below approach slab | 2.2 | 6.03 | Cum |
| 56 | 2.21 | Providing concrete for reinforced concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm HBG Machine crushed (SS5) Graded stone aggregate, mechanically mixed, and compacted by vibration including curing for 14 days 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 and seignorage charges and cost of Steel etc. complete for finished item of work for approach slab | 2.21 | 8.04 | Cum |
| 57 | 2.22 | Providing concrete for reinforced concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm HBG Machine crushed (SS5) Graded stone aggregate, mechanically mixed, and compacted by vibration including curing for 14 days 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 and seignorage charges and cost of Steel etc. complete for finished item of work for bed blocks & Backing walls | 2.22 | 3.9 | Cum |
| 58 | 2.23 | VRCC concrete M-25 grade (Design mix) for Super Structure with 20 mm(SS5) HBG M/c graded metal with a cube strength of 25 N/mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 including over head charges & contractors profit excluding GST and seignorage charges for finished item of work for Deck slab | 2.23 | 10.8 | Cum |
| 59 | 2.24 | Providing and laying cement concrete wearing course M 30 grade design mix with HBG M/C metal including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including cost, all labour charges for all operations etc complete but excluding steel and its fabrication charges, GST, Seignorage Charges etc complete for finished item of work | 2.24 | 3.02 | Cum |
| 60 | 2.25 | Cost, supply and fixing of Bituminous Mastic pad 25.40 mm thick including cost and conveyance of all material and all labour charges including contractors profit & over heads, but excluding GST etc complete for finished item of work. | 2.25 | 4.5 | Sqm |
| 61 | 2.26 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost, all labour charges for all operations excluding GST etc complete for finished item of work for Superstructure | 2.26 | 1.5 | MT |
| 62 | 2.27 | Providing weep holes in plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe 6kg/cm2 extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 1206.6 MORD including cost of materials, conveyance, royalty, OH & CP, taxes, labour, T&P etc ,including overhead charges & Contractors profit, excluding GST etc., complete as per the direction of Engineer-in-charge | 2.27 | 30 | RM |
| 63 | 2.28 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shaded on New plastered/concrete surfaces as per deawings and technical specification clause 1701 of MORD including overhead charges & Contractors profit, excluding GST and etc., complete as per the direction of Engineer-in-charge | 2.28 | 19.14 | Sqm |
| 64 | 2.29 | Construction of RCC guide posts of 250 mm dia M20 grade cast-in-situ with 20 mm nominal size aggregate (HBG machine crushed), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawings and Technicals specification clause 1608.2 including contractors profit & over head charges, cost of steel and its fabrication charges, but excluding GST and seigniorage charges etc complete for finished item of work. | 2.29 | 10 | Nos |
| 65 | 2.3 | Construction of 4.00 mts span RCC slab culvert -1 Nos | 2.3 | ||
| 66 | 2.31 | 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 out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges | 2.31 | 501.84 | Cum |
| 67 | 2.32 | Filling with sand in foundation trenches as 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. | 2.32 | 50.18 | Cum |
| 68 | 2.33 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG 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 out water 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 | 2.33 | 50.18 | Cum |
| 69 | 2.34 | Providing concrete for plain concrete M15 (Normal mix) in body walls using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days 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 body walls | 2.34 | 199.27 | Cum |
| 70 | 2.35 | P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for below approach slab | 2.35 | 6.03 | Cum |
| 71 | 2.36 | Providing concrete for reinforced concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm HBG Machine crushed (SS5) Graded stone aggregate, mechanically mixed, and compacted by vibration including curing for 14 days 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 and seignorage charges and cost of Steel etc. complete for finished item of work for approach slab | 2.36 | 8.04 | Cum |
| 72 | 2.37 | Providing concrete for reinforced concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm HBG Machine crushed (SS5) Graded stone aggregate, mechanically mixed, and compacted by vibration including curing for 14 days 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 and seignorage charges and cost of Steel etc. complete for finished item of work for bed blocks & Backing walls | 2.37 | 4.32 | Cum |
| 73 | 2.38 | VRCC concrete M-25 grade (Design mix) for Super Structure with 20 mm(SS5) HBG M/c graded metal with a cube strength of 25 N/mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 including over head charges & contractors profit excluding GST and seignorage charges for finished item of work for Deck slab | 2.38 | 13.32 | Cum |
| 74 | 2.39 | Providing and laying cement concrete wearing course M 30 grade design mix with HBG M/C metal including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including cost, all labour charges for all operations etc complete but excluding steel and its fabrication charges, GST, Seignorage Charges etc complete for finished item of work | 2.39 | 2.7 | Cum |
| 75 | 2.4 | Cost, supply and fixing of Bituminous Mastic pad 25.40 mm thick including cost and conveyance of all material and all labour charges including contractors profit & over heads, but excluding GST etc complete for finished item of work. | 2.4 | 5.55 | Sqm |
| 76 | 2.41 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost, all labour charges for all operations excluding GST etc complete for finished item of work for Superstructure | 2.41 | 1.75 | MT |
| 77 | 2.42 | Providing weep holes in plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe 6kg/cm2 extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 1206.6 MORD including cost of materials, conveyance, royalty, OH & CP, taxes, labour, T&P etc ,including overhead charges & Contractors profit, excluding GST etc., complete as per the direction of Engineer-in-charge | 2.42 | 30 | RM |
| 78 | 2.43 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shaded on New plastered/concrete surfaces as per deawings and technical specification clause 1701 of MORD including overhead charges & Contractors profit, excluding GST and etc., complete as per the direction of Engineer-in-charge | 2.43 | 19.14 | Sqm |
| 79 | 2.44 | Construction of RCC guide posts of 250 mm dia M20 grade cast-in-situ with 20 mm nominal size aggregate (HBG machine crushed), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawings and Technicals specification clause 1608.2 including contractors profit & over head charges, cost of steel and its fabrication charges, but excluding GST and seigniorage charges etc complete for finished item of work. | 2.44 | 12 | Nos |
| 80 | 2.45 | Construction of 1000 mm dia RCC Pipe culverts -6 Nos | 2.45 | ||
| 81 | 2.46 | 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 out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges | 2.46 | 271.98 | Cum |
| 82 | 2.47 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG 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 out water 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 | 2.47 | 45.54 | Cum |
| 83 | 2.48 | Providing concrete for plain concrete M15 (Normal mix) in Head walls using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days 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 Head walls | 2.48 | 149.82 | Cum |
| 84 | 2.49 | Providing and laying 1000 mm dia NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003 for culverts on first class bedding of granular material including fixing 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. | 2.49 | 45 | RM |
| 85 | 2.5 | Construction of 1000 mm dia two rows RCC Pipe culverts -1 Nos | 2.5 | ||
| 86 | 2.51 | 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 out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges | 2.51 | 70.1 | Cum |
| 87 | 2.52 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG 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 out water 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 | 2.52 | 10.91 | Cum |
| 88 | 2.53 | Providing concrete for plain concrete M15 (Normal mix) in Head walls using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days 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 Head walls | 2.53 | 34.3 | Cum |
| 89 | 2.54 | Providing and laying 1000 mm dia NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003 for culverts on first class bedding of granular material including fixing 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. | 2.54 | 15 | RM |
| 90 | 2.55 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shaded on New plastered/concrete surfaces as per deawings and technical specification clause 1701 of MORD including overhead charges & Contractors profit, excluding GST and etc., complete as per the direction of Engineer-in-charge | 2.55 | 19.14 | Sqm |
| 91 | 2.56 | Construction of 1000 mm dia eight rows RCC Pipe Causeway -2No. | 2.56 | ||
| 92 | 2.57 | 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 out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges | 2.57 | 303.4 | Cum |
| 93 | 2.58 | Construction of Improved Subgrade /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 Vibratory roller 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 all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. | 2.58 | 915.66 | Cum |
| 94 | 2.59 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG 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 out water 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 | 2.59 | 86.52 | Cum |
| 95 | 2.6 | Providing concrete for plain concrete M15 (Normal mix) in Head walls using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days 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 Head walls | 2.6 | 246.1 | Cum |
| 96 | 2.61 | Providing and laying 1000 mm dia NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003 for culverts on first class bedding of granular material including fixing 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. | 2.61 | 120 | RM |
| 97 | 2.62 | Construction of granular sub-base by providing well graded HBG M/C material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, including overhead charges & Contractors profit but excluding GST and Seignorage charges etc., complete for finished item of work. | 2.62 | 118.8 | Cum |
| 98 | 2.63 | 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 @3.25 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 drawing and including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) | 2.63 | 180 | Cum |
| 99 | 2.64 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shaded on New plastered/concrete surfaces as per deawings and technical specification clause 1701 of MORD including overhead charges & Contractors profit, excluding GST and etc., complete as per the direction of Engineer-in-charge | 2.64 | 38.28 | Sqm |
| 100 | 2.65 | Construction of RCC guide posts of 250 mm dia M20 grade cast-in-situ with 20 mm nominal size aggregate (HBG machine crushed), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawings and Technicals specification clause 1608.2 including contractors profit & over head charges, cost of steel and its fabrication charges, but excluding GST and seigniorage charges etc complete for finished item of work. | 2.65 | 48 | Nos |
| 101 | 2.66 | Construction of Retaining wall | 2.66 | ||
| 102 | 2.67 | 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 out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges | 2.67 | 798 | Cum |
| 103 | 2.68 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG 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 out water 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 | 2.68 | 171 | Cum |
| 104 | 2.69 | Providing concrete for plain concrete M15 (Normal mix) in Retaining wall body walls using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days 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 Retaining wall body walls | 2.69 | 900 | Cum |
| 105 | 2.7 | Providing weep holes in plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe 6kg/cm2 extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 1206.6 MORD including cost of materials, conveyance, royalty, OH & CP, taxes, labour, T&P etc ,including overhead charges & Contractors profit, excluding GST etc., complete as per the direction of Engineer-in-charge | 2.7 | 450 | RM |
| 106 | 2.71 | Construction of RCC guide posts of 250 mm dia M20 grade cast-in-situ with 20 mm nominal size aggregate (HBG machine crushed), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawings and Technicals specification clause 1608.2 including contractors profit & over head charges, cost of steel and its fabrication charges, but excluding GST and seigniorage charges etc complete for finished item of work. | 2.71 | 200 | Nos |
| 107 | 2.72 | Backfilling behind abutment, wing wall and return wall with selected earth complete as per drawings & technical specification Clause 1604.7 MORD including cost of materials, conveyance, royalty, OH & CP, taxes, labour, T&P etc including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge | 2.72 | 607.5 | Cum |
| 108 | 2.73 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shaded on New plastered/concrete surfaces as per deawings and technical specification clause 1701 of MORD including overhead charges & Contractors profit, excluding GST and etc., complete as per the direction of Engineer-in-charge | 2.73 | 550 | Sqm |
| 109 | 2.74 | ROAD SAFETY INTERVENTIONS | 2.74 | ||
| 110 | 2.75 | Providing and fixing of 5 th kilometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of 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. | 2.75 | 3 | Nos |
| 111 | 2.76 | Providing and fixing of kilometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of 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. | 2.76 | 13 | Nos |
| 112 | 2.77 | Providing and fixing of Hectometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of 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. | 2.77 | 52 | Nos |
| 113 | 2.78 | 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 600 mm Circular sign boards | 2.78 | 60 | Nos |
| 114 | 2.79 | 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 600 mm Equilateral triangle sign boards | 2.79 | 50 | Nos |
| 115 | 2.8 | 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 per MoRD specifications of required shade & colour supported & welded on two 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 1701 including 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 | 2.8 | 1.8 | Sqm |
| 116 | 2.81 | 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 per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG 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 1701 including 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 | 2.81 | 2.16 | Sqm |
| 117 | 3 | Constructon of road from Lotheru Rd. (@ 15/0 ) to Kentubadi-Sabaka of Araku Valley mandal | 3 | ||
| 118 | 3.01 | ROAD PORTION | 3.01 | ||
| 119 | 3.02 | 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. | 3.02 | 21560 | sqm |
| 120 | 3.03 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with a lead of 100m, all lifts as per Technical Specification Clause 201MORD / MORTH (Girth above 300mm and up to 600mm) | 3.03 | 640 | No. |
| 121 | 3.04 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. | 3.04 | 24850 | cum |
| 122 | 3.05 | 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 upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTH including overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work. | 3.05 | 2100 | cum |
| 123 | 3.06 | 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. | 3.06 | 4500 | sqm |
| 124 | 3.07 | Construction of granular sub-base by providing well graded HBG M/C material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, including overhead charges & Contractors profit but excluding GST and Seignorage charges etc., complete for finished item of work. | 3.07 | 4293 | cum |
| 125 | 3.08 | Providing, laying, spreading and compacting HBG graded machine crushed 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, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel 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. | 3.08 | 4479.75 | cum |
| 126 | 3.09 | 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. | 3.09 | 27810 | sqm |
| 127 | 3.1 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor 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. | 3.1 | 27810 | sqm |
| 128 | 3.11 | Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using HBG crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. | 3.11 | 695.25 | cum |
| 129 | 3.12 | 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 appropriate 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 @3.25 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 drawing and including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) | 3.12 | 318.75 | cum |
| 130 | 3.13 | Construction of Improved Subgrade /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 Vibratory roller 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 all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. | 3.13 | 2330 | cum |
| 131 | 3.14 | Construction of 4.00m span RCC slab culvert -1 No. | 3.14 | ||
| 132 | 3.15 | 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 out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges | 3.15 | 501.84 | cum |
| 133 | 3.16 | Filling with sand in foundation trenches as 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. | 3.16 | 50.18 | cum |
| 134 | 3.17 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG 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 out water 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 | 3.17 | 50.18 | cum |
| 135 | 3.18 | P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for below approach slab | 3.18 | 6.03 | cum |
| 136 | 3.19 | Providing concrete for plain concrete M15 (Normal mix) in body walls using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days 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 body walls | 3.19 | 200.35 | cum |
| 137 | 3.2 | VRCC concrete M-25 grade (Design mix) for Super Structure with 20 mm(SS5) HBG M/c graded metal with a cube strength of 25 N/mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 including over head charges & contractors profit excluding GST and seignorage charges for finished item of work for approach slab | 3.2 | 8.04 | cum |
| 138 | 3.21 | Providing concrete for reinforced concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm HBG Machine crushed (SS5) Graded stone aggregate, mechanically mixed, and compacted by vibration including curing for 14 days 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 and seignorage charges and cost of Steel etc. complete for finished item of work for bed blocks & Backing walls | 3.21 | 4.32 | cum |
| 139 | 3.22 | VRCC concrete M-25 grade (Design mix) for Super Structure with 20 mm(SS5) HBG M/c graded metal with a cube strength of 25 N/mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 including over head charges & contractors profit excluding GST and seignorage charges for finished item of work for Deck slab | 3.22 | 13.32 | cum |
| 140 | 3.23 | Cost, supply and fixing of Bituminous Mastic pad 25.40 mm thick including cost and conveyance of all material and all labour charges including contractors profit & over heads, but excluding GST etc complete for finished item of work. | 3.23 | 5.55 | sqm |
| 141 | 3.24 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost, all labour charges for all operations excluding GST etc complete for finished item of work for Superstructure | 3.24 | 1.75 | MT |
| 142 | 3.25 | Providing weep holes in plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe 6kg/cm2 extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 1206.6 MORD including cost of materials, conveyance, royalty, OH & CP, taxes, labour, T&P etc ,including overhead charges & Contractors profit, excluding GST etc., complete as per the direction of Engineer-in-charge | 3.25 | 30 | Rm. |
| 143 | 3.26 | Providing and laying cement concrete wearing course M 30 grade design mix with HBG M/C metal including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including cost, all labour charges for all operations etc complete but excluding steel and its fabrication charges, GST, Seignorage Charges etc complete for finished item of work | 3.26 | 2.7 | cum |
| 144 | 3.27 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shaded on New plastered/concrete surfaces as per deawings and technical specification clause 1701 of MORD including overhead charges & Contractors profit, excluding GST and etc., complete as per the direction of Engineer-in-charge | 3.27 | 19.14 | sqm |
| 145 | 3.28 | Construction of RCC guide posts of 250 mm dia M20 grade cast-in-situ with 20 mm nominal size aggregate (HBG machine crushed), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawings and Technicals specification clause 1608.2 including contractors profit & over head charges, cost of steel and its fabrication charges, but excluding GST and seigniorage charges etc complete for finished item of work. | 3.28 | 12 | No. |
| 146 | 3.29 | Construction of 3.00m span RCC slab culvert -1 No. | 3.29 | ||
| 147 | 3.3 | 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 out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges | 3.3 | 284.22 | cum |
| 148 | 3.31 | Filling with sand in foundation trenches as 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. | 3.31 | 28.42 | cum |
| 149 | 3.32 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG 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 out water 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 | 3.32 | 9.36 | cum |
| 150 | 3.33 | P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for below approach slab | 3.33 | 6.03 | cum |
| 151 | 3.34 | Providing concrete for plain concrete M15 (Normal mix) in body walls using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days 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 body walls | 3.34 | 170.01 | cum |
| 152 | 3.35 | VRCC concrete M-25 grade (Design mix) for Super Structure with 20 mm(SS5) HBG M/c graded metal with a cube strength of 25 N/mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 including over head charges & contractors profit excluding GST and seignorage charges for finished item of work for approach slab | 3.35 | 8.04 | cum |
| 153 | 3.36 | Providing concrete for reinforced concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm HBG Machine crushed (SS5) Graded stone aggregate, mechanically mixed, and compacted by vibration including curing for 14 days 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 and seignorage charges and cost of Steel etc. complete for finished item of work for bed blocks & Backing walls | 3.36 | 3.9 | cum |
| 154 | 3.37 | VRCC concrete M-25 grade (Design mix) for Super Structure with 20 mm(SS5) HBG M/c graded metal with a cube strength of 25 N/mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 including over head charges & contractors profit excluding GST and seignorage charges for finished item of work for Deck slab | 3.37 | 10.8 | cum |
| 155 | 3.38 | Cost, supply and fixing of Bituminous Mastic pad 25.40 mm thick including cost and conveyance of all material and all labour charges including contractors profit & over heads, but excluding GST etc complete for finished item of work. | 3.38 | 4.5 | sqm |
| 156 | 3.39 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost, all labour charges for all operations excluding GST etc complete for finished item of work for Superstructure | 3.39 | 1.5 | MT |
| 157 | 3.4 | Providing weep holes in plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe 6kg/cm2 extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 1206.6 MORD including cost of materials, conveyance, royalty, OH & CP, taxes, labour, T&P etc ,including overhead charges & Contractors profit, excluding GST etc., complete as per the direction of Engineer-in-charge | 3.4 | 30 | Rm. |
| 158 | 3.41 | Providing and laying cement concrete wearing course M 30 grade design mix with HBG M/C metal including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including cost, all labour charges for all operations etc complete but excluding steel and its fabrication charges, GST, Seignorage Charges etc complete for finished item of work | 3.41 | 3.02 | cum |
| 159 | 3.42 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shaded on New plastered/concrete surfaces as per deawings and technical specification clause 1701 of MORD including overhead charges & Contractors profit, excluding GST and etc., complete as per the direction of Engineer-in-charge | 3.42 | 19.14 | sqm |
| 160 | 3.43 | Construction of RCC guide posts of 250 mm dia M20 grade cast-in-situ with 20 mm nominal size aggregate (HBG machine crushed), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawings and Technicals specification clause 1608.2 including contractors profit & over head charges, cost of steel and its fabrication charges, but excluding GST and seigniorage charges etc complete for finished item of work. | 3.43 | 10 | No. |
| 161 | 3.44 | Construction of 1000 mm dia RCC Pipe culverts (7.50m length) -13 No. | 3.44 | ||
| 162 | 3.45 | 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 out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges | 3.45 | 589.29 | cum |
| 163 | 3.46 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG 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 out water 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 | 3.46 | 98.67 | cum |
| 164 | 3.47 | Providing concrete for plain concrete M15 (Normal mix) in Head walls using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days 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 Head walls | 3.47 | 324.61 | cum |
| 165 | 3.48 | Providing and laying 1000 mm dia NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003 for culverts on first class bedding of granular material including fixing 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. | 3.48 | 97.5 | Rm. |
| 166 | 3.49 | Construction of 1000 mm dia two rows RCC Pipe culvert -1 No. | 3.49 | ||
| 167 | 3.5 | 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 out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges | 3.5 | 70.1 | cum |
| 168 | 3.51 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG 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 out water 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 Course | 3.51 | 10.91 | cum |
| 169 | 3.52 | Providing concrete for plain concrete M15 (Normal mix) in Head walls using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days 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 Head walls | 3.52 | 34.3 | cum |
| 170 | 3.53 | Providing and laying 1000 mm dia NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003 for culverts on first class bedding of granular material including fixing 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. | 3.53 | 15 | Rm. |
| 171 | 3.54 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shaded on New plastered/concrete surfaces as per deawings and technical specification clause 1701 of MORD including overhead charges & Contractors profit, excluding GST and etc., complete as per the direction of Engineer-in-charge | 3.54 | 19.14 | sqm |
| 172 | 3.55 | Construction of 1000 mm dia RCC Pipe culvert (15.00m length) -1No. | 3.55 | ||
| 173 | 3.56 | 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 out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges | 3.56 | 74.39 | cum |
| 174 | 3.57 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG 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 out water 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 | 3.57 | 10.64 | cum |
| 175 | 3.58 | Providing concrete for plain concrete M15 (Normal mix) in Head walls using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days 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 Head walls | 3.58 | 32.66 | cum |
| 176 | 3.59 | Providing and laying 1000 mm dia NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003 for culverts on first class bedding of granular material including fixing 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. | 3.59 | 15 | Rm. |
| 177 | 3.6 | Construction of Retaining wall | 3.6 | ||
| 178 | 3.61 | 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 out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges | 3.61 | 113.4 | cum |
| 179 | 3.62 | Backfilling behind abutment, wing wall and return wall with selected earth complete as per drawings & technical specification Clause 1604.7 MORD including cost of materials, conveyance, royalty, OH & CP, taxes, labour, T&P etc including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge | 3.62 | 81 | cum |
| 180 | 3.63 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG 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 out water 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 Course | 3.63 | 24.3 | cum |
| 181 | 3.64 | Providing concrete for plain concrete M15 (Normal mix) in Retaining wall body walls using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days 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 Retaining wall body walls | 3.64 | 153.9 | cum |
| 182 | 3.65 | Providing weep holes in plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe 6kg/cm2 extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 1206.6 MORD including cost of materials, conveyance, royalty, OH & CP, taxes, labour, T&P etc ,including overhead charges & Contractors profit, excluding GST etc., complete as per the direction of Engineer-in-charge | 3.65 | 37.5 | Rm. |
| 183 | 3.66 | Construction of RCC guide posts of 250 mm dia M20 grade cast-in-situ with 20 mm nominal size aggregate (HBG machine crushed), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawings and Technicals specification clause 1608.2 including contractors profit & over head charges, cost of steel and its fabrication charges, but excluding GST and seigniorage charges etc complete for finished item of work. | 3.66 | 50 | No. |
| 184 | 3.67 | ROAD SAFETY INTERVENTIONS | 3.67 | ||
| 185 | 3.68 | Providing and fixing of 5 th kilometre stones of size 350x250x1675 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of 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. | 3.68 | 1 | No. |
| 186 | 3.69 | Providing and fixing of kilometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of 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. | 3.69 | 8 | No. |
| 187 | 3.7 | Providing and fixing of Hectometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of 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. | 3.7 | 30 | No. |
| 188 | 3.71 | 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 600 mm Circular sign boards | 3.71 | 4 | No. |
| 189 | 3.72 | 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 600 mm Equilateral triangle sign boards | 3.72 | 48 | No. |
| 190 | 3.73 | 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 per MoRD specifications of required shade & colour supported & welded on two nos. of 47mm X 47mm X 12SWG 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 1701 including 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 | 3.73 | 1.8 | sqm |
| 191 | 3.74 | 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 per MoRD specifications of required shade & colour supported & welded on 47mm X 47mm X 12SWG 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 1701 including 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 | 3.74 | 2.16 | sqm |
| 192 | 4 | Constructon of road fromSunkarametta-Gennela Road to Niyaliguda (via) Gattariguda of Araku Valley mandal | 4 | ||
| 193 | 4.01 | ROAD PORTION | 4.01 | ||
| 194 | 4.02 | 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. | 4.02 | 1260 | sqm |
| 195 | 4.03 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work. | 4.03 | 1560 | cum |
| 196 | 4.04 | Construction of granular sub-base by providing well graded HBG M/C material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, including overhead charges & Contractors profit but excluding GST and Seignorage charges etc., complete for finished item of work. | 4.04 | 364.5 | cum |
| 197 | 4.05 | Providing, laying, spreading and compacting HBG graded machine crushed 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, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel 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. | 4.05 | 351 | cum |
| 198 | 4.06 | 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. | 4.06 | 2250 | sqm |
| 199 | 4.07 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor 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. | 4.07 | 2250 | sqm |
| 200 | 4.08 | Providing, laying of close graded premix suracing (mixed seal surfacing) material of 20 mm thickness by hot mix plant using hard blasted granite machine crushed aggregates of 13.2 mm to 0.9 mm (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 9excluding seignorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, 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 proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge. | 4.08 | 2250 | sqm |
| 201 | 4.09 | 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 appropriate 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 @3.25 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 drawing and including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing) | 4.09 | 18.75 | cum |
| 202 | 4.1 | Construction of Improved Subgrade /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 Vibratory roller 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 all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. | 4.1 | 438.3 | cum |
| 203 | 4.11 | Construction of 1000 mm dia RCC Pipe culverts (7.50m length) -4 No. | 4.11 | ||
| 204 | 4.12 | 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 out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges | 4.12 | 146 | cum |
| 205 | 4.13 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG 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 out water 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 | 4.13 | 22.48 | cum |
| 206 | 4.14 | Providing concrete for plain concrete M15 (Normal mix) in Head walls using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days 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 Head walls | 4.14 | 83.76 | cum |
| 207 | 4.15 | Providing and laying 1000 mm dia NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003 for culverts on first class bedding of granular material including fixing 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. | 4.15 | 30 | Rm. |
| 208 | 4.16 | ROAD SAFETY INTERVENTIONS | 4.16 | ||
| 209 | 4.17 | Providing and fixing of kilometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of 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. | 4.17 | 2 | No. |
| 210 | 4.18 | Providing and fixing of Hectometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of 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. | 4.18 | 4 | No. |
| 211 | 4.19 | 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 600 mm Circular sign boards | 4.19 | 2 | No. |
| 212 | 4.2 | 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 600 mm Equilateral triangle sign boards | 4.2 | 16 | No. |
| 213 | 4.21 | 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 per MoRD specifications of required shade & colour supported & welded on two nos. of 47mm X 47mm X 12SWG 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 1701 including 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 | 4.21 | 1.8 | sqm |
| 214 | 4.22 | 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 per MoRD specifications of required shade & colour supported & welded on 47mm X 47mm X 12SWG 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 1701 including 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 | 4.22 | 1.08 | sqm |
| 215 | 4.23 | 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 materials equipment 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. | 4.23 | 186 | sqm |
| 216 | 4.24 | 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 drawing and including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.00 mts joint spacing) | 4.24 | 0.35 | cum |
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