Rural Development Department has published Upgradation Of Road From Mdr -08 Penda To Yenda(2)Upgradation Of Road From Nh -161 A To Digdi-Mangabodi -Mandva (Km 1.600 To 5.750) (From Ashram Shala To Mandva Road)(3)Upgradation Of Road From Sh -51 To Daresangvi-Mohada Road (Km- 0.000 To 4.900)(4)Upgra. Submission Date for this Tender is 23-09-2023. Road Work Tenders in kinwat Maharashtra. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Upgradation Of Road From MDR -08 Penda To Yenda Clearing And Grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (B) In Area Of Thorny Jungle |
| 2 | Scarifying The Existing Bituminous Road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 3 | Excavation For Roadwork In Soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3. |
| 4 | Construction Of Embankment With Approved Materials Deposited At Site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. |
| 5 | Construction Of Embankment With Approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. |
| 6 | Construction of Sub-Grade And Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 7 | Construction Of Granular Sub-Base by providing well graded material, spreading in unifoRm layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in unifoRm thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 9 | Construction Of Penetration Macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. |
| 10 | Providing and applying Tack Coat With Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 11 | Providing, laying and rolling of Open-Graded Premix Carpet Of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. |
| 12 | Providing and layingSeal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 |
| 13 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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 size of coarse aggregate not exceeding 25 mm, mixed 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 polythene film, wedges,steel plates including levelling the foRmwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound. Specification Clause 1501 |
| 14 | Reinforced cement concrete M15grade Kilometer Stone/Local Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ordinary kilometer stone |
| 15 | 200 m Stone |
| 16 | Boundary Pillar |
| 17 | Providing and fixing of retro-reflectorised cautionary, mandatory a ndinfoRmatory sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminiumsheeting,1.5 mm thick supported on GI pipe 50 mm dia fiRmly fixed to the groundby means of properly designed foundation with M-15 grade cementconcrete 450 mm x 450 mm x 600 mm, 600 mm belowground level asper drawings and Technical Specification Clause 1701 Circular ,Triangular600 mm 600mm Equilateral Triangle |
| 18 | [Item Each10.2 2 ]600mm Circular(For RSA Purpose) |
| 19 | [Item Each10.2 B ] ( iv )800 mm x600mm rectangular |
| 20 | Providing and erecting direction and place identification retro reflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steelsingle angle iron post 75 x 75 x 6 mm fiRmly fixed to the ground bymeans of properly designed foundation with M-15grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as as per approved drawing and Technical Specification Clause 1701. |
| 21 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting,2 mm thick with area exceeding 0.9 sqm supported on mild steel angleiron posts 75 mm x 75 mm x 6 mm, 2 Nos. fiRmly fixed to the ground bymeans of properly designed foundation with M-15 grade cementconcrete 450 mm x 450 mm x 600 mm, 600 mm below ground level asper approved drawing and Technical Specification Clause 1701.InfoRmation Bord with LOGO |
| 22 | Citizen InfoRmation Board |
| 23 | Inaugration Board |
| 24 | Maintenance Board |
| 25 | Providing and laying reinforced Cement Concrete Pipe NP2 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 |
| 26 | Earthwork in Excavation For Foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 27 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 |
| 28 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 29 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 |
| 30 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 |
| 31 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 32 | Construction of granular sub-base by providing well graded material, spreading in unifoRm layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 33 | Upgradation Of Road From NH -161 A To Digdi-Mangabodi -Mandva (Km 1.600 To 5.750) (From Ashram Shala To Mandva Road)Clearing And Grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (B) In Area Of Thorny Jungle |
| 34 | Scarifying The Existing Bituminous Road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 35 | Excavation For Roadwork In Soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3. |
| 36 | Construction Of Embankment With Approved Materials Deposited At Site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. |
| 37 | Construction Of Embankment With Approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. |
| 38 | Construction of Sub-Grade And Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 39 | Construction Of Granular Sub-Base by providing well graded material, spreading in unifoRm layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 40 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in unifoRm thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 41 | Construction Of Penetration Macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. |
| 42 | Providing and applying Tack Coat With Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 43 | Providing, laying and rolling of Open-Graded Premix Carpet Of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. |
| 44 | Providing and layingSeal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 |
| 45 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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 size of coarse aggregate not exceeding 25 mm, mixed 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 polythene film, wedges,steel plates including levelling the foRmwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound. Specification Clause 1501 |
| 46 | Reinforced cement concrete M15grade Kilometer Stone/Local Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ordinary kilometer stone |
| 47 | 200 m Stone |
| 48 | Boundary Pillar |
| 49 | Providing and fixing of retro-reflectorised cautionary, mandatory a ndinfoRmatory sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminiumsheeting,1.5 mm thick supported on GI pipe 50 mm dia fiRmly fixed to the groundby means of properly designed foundation with M-15 grade cementconcrete 450 mm x 450 mm x 600 mm, 600 mm belowground level asper drawings and Technical Specification Clause 1701 Circular ,Triangular600 mm 600mm Equilateral Triangle |
| 50 | 600mm Circular(For RSA Purpose) |
| 51 | 800 mm x600mm rectangular |
| 52 | Providing and erecting direction and place identification retro reflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steelsingle angle iron post 75 x 75 x 6 mm fiRmly fixed to the ground bymeans of properly designed foundation with M-15grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as as per approved drawing and Technical Specification Clause 1701. |
| 53 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting,2 mm thick with area exceeding 0.9 sqm supported on mild steel angleiron posts 75 mm x 75 mm x 6 mm, 2 Nos. fiRmly fixed to the ground bymeans of properly designed foundation with M-15 grade cementconcrete 450 mm x 450 mm x 600 mm, 600 mm below ground level asper approved drawing and Technical Specification Clause 1701.InfoRmation Bord with LOGO |
| 54 | Citizen InfoRmation Board |
| 55 | Inaugration Board |
| 56 | Maintenance Board |
| 57 | Providing and laying Boulder Apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301. Boulder Apron For Construction Of VC At 4+200 Km |
| 58 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 |
| 59 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 60 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 61 | Earthwork in Excavation For Foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 62 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 |
| 63 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 64 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 |
| 65 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 |
| 66 | Upgradation Of Road From SH -51 To Daresangvi-Mohada Road (Km0.000 To 4.900)Clearing And Grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (B) In Area Of Thorny Jungle |
| 67 | Scarifying The Existing Bituminous Road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 68 | Excavation For Roadwork In Soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3. |
| 69 | Construction Of Embankment With Approved Materials Deposited At Site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. |
| 70 | Construction Of Embankment With Approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. |
| 71 | Construction of Sub-Grade And Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 72 | Construction Of Granular Sub-Base by providing well graded material, spreading in unifoRm layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 73 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in unifoRm thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 74 | Construction Of Penetration Macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. |
| 75 | Providing and applying Tack Coat With Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 76 | Providing, laying and rolling of Open-Graded Premix Carpet Of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. |
| 77 | Providing and layingSeal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 |
| 78 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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 size of coarse aggregate not exceeding 25 mm, mixed 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 polythene film, wedges,steel plates including levelling the foRmwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound. Specification Clause 1501 |
| 79 | Reinforced cement concrete M15grade Kilometer Stone/Local Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone |
| 80 | 200 m Stone |
| 81 | Boundary Pillar |
| 82 | Providing and fixing of retro-reflectorised cautionary, mandatory a ndinfoRmatory sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminiumsheeting,1.5 mm thick supported on GI pipe 50 mm dia fiRmly fixed to the groundby means of properly designed foundation with M-15 grade cementconcrete 450 mm x 450 mm x 600 mm, 600 mm belowground level asper drawings and Technical Specification Clause 1701 Circular ,Triangular600 mm 600mm Equilateral Triangle |
| 83 | [Item Each10.2 2 ]600mm Circular(For RSA Purpose) |
| 84 | [Item Each10.2 B ] ( iv )800 mm x600mm rectangular |
| 85 | Providing and erecting direction and place identification retro reflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steelsingle angle iron post 75 x 75 x 6 mm fiRmly fixed to the ground bymeans of properly designed foundation with M-15grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as as per approved drawing and Technical Specification Clause 1701. |
| 86 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting,2 mm thick with area exceeding 0.9 sqm supported on mild steel angleiron posts 75 mm x 75 mm x 6 mm, 2 Nos. fiRmly fixed to the ground bymeans of properly designed foundation with M-15 grade cementconcrete 450 mm x 450 mm x 600 mm, 600 mm below ground level asper approved drawing and Technical Specification Clause 1701.InfoRmation Bord with LOGO |
| 87 | Citizen InfoRmation Board |
| 88 | Inaugration Board |
| 89 | Maintenance Board |
| 90 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 |
| 91 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 92 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 93 | Earthwork in Excavation For Foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 94 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 |
| 95 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 96 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 |
| 97 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 |
| 98 | Upgradation Of Road From VR- 22 To LingitandaClearing And Grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (B) In Area Of Thorny Jungle |
| 99 | Excavation For Roadwork In Soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3. |
| 100 | Construction Of Embankment With Approved Materials Deposited At Site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. |
| 101 | Construction Of Embankment With Approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. |
| 102 | Construction of Sub-Grade And Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 103 | Construction Of Granular Sub-Base by providing well graded material, spreading in unifoRm layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 104 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in unifoRm thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 105 | Construction Of Penetration Macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. |
| 106 | Providing and applying Tack Coat With Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 107 | Providing, laying and rolling of Open-Graded Premix Carpet Of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. |
| 108 | Providing and layingSeal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 |
| 109 | Reinforced cement concrete M15grade Kilometer Stone/Local Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone |
| 110 | C -[Item Each10.10(iii)] 200 m Stone |
| 111 | D - [Item Each10.11 ] Boundary Pillar |
| 112 | Providing and fixing of retro-reflectorised cautionary, mandatory a ndinfoRmatory sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminiumsheeting,1.5 mm thick supported on GI pipe 50 mm dia fiRmly fixed to the groundby means of properly designed foundation with M-15 grade cementconcrete 450 mm x 450 mm x 600 mm, 600 mm belowground level asper drawings and Technical Specification Clause 1701 Circular ,Triangular600 mm 600mm Equilateral Triangle |
| 113 | [Item Each10.2 2 ]600mm Circular(For RSA Purpose) |
| 114 | [Item Each10.2 B ] ( iv )800 mm x600mm rectangular |
| 115 | Providing and erecting direction and place identification retro reflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steelsingle angle iron post 75 x 75 x 6 mm fiRmly fixed to the ground bymeans of properly designed foundation with M-15grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as as per approved drawing and Technical Specification Clause 1701. |
| 116 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting,2 mm thick with area exceeding 0.9 sqm supported on mild steel angleiron posts 75 mm x 75 mm x 6 mm, 2 Nos. fiRmly fixed to the ground bymeans of properly designed foundation with M-15 grade cementconcrete 450 mm x 450 mm x 600 mm, 600 mm below ground level asper approved drawing and Technical Specification Clause 1701.InfoRmation Bord with LOGO |
| 117 | Citizen InfoRmation Board |
| 118 | Inaugration Board |
| 119 | Maintenance Board |
| 120 | Providing and laying reinforced Cement Concrete Pipe NP2 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 |
| 121 | Earthwork in Excavation For Foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 122 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 |
| 123 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 124 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 |
| 125 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 |
| 126 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 127 | Construction of granular sub-base by providing well graded material, spreading in unifoRm layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
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