Highways Department-HD has published Tender For Bypass Road Work Formation Of Bypass Road To Mudukulathur Town Excluding Land Acquisition ( Phase-I ) For A Length Of 1.81 Km. Submission Date for this Tender is 03-08-2022. Road Work Tenders in ramanathapuram Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | By-Pass Road Work |
| 2 | Clearing and grubbing Scrub jungle including uprooting trunk vegetation, grass, bushes, shrubs, sapplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned including removal and disposal of top organic soil as per Table - 201 MORT & H specification (Sl.No :3) |
| 3 | Km: 0/000 - Km: 0/570 |
| 4 | Km: 3/322 - Km: 4/090 |
| 5 | Earth work excavation in cutting all classes of soils for obtainingfrom borrow pits/box cutting/cutting high level subgrade orearthern embankment and used for forming embankments to the required levels and compacted in layers not exceeding 200mm,watering, compaction by 80 - 100 KN power roller, rolling to achieve the required maximun dry density including labour charges for Sectioning, watering with all leads,including fuel and hire charges for power roller, water sprinker and all other tools and plant employed etc., complete as per clasuse 305 of MORT & H specification Rev-5 |
| 6 | Km: 0/000 - Km: 0/570 |
| 7 | Km: 3/322 - Km: 4/090 |
| 8 | Construction of earthen embankment with approved material from approved sources and such a materials shell be free of logs, stumps, roots, rubbish or any other ingredient likely to deteriorate or affect the stability of the embankment and the embankments shall be constructed in conformity with lines, grades, compaction to required 95% of density and cross sections as shown on the drawings or as directed by the Engineer using 8 CBR of soil with an average head of 5 km as per section 305 of MORT & H specification Rev-5. |
| 9 | Km: 0/000 - Km: 0/570 |
| 10 | Km: 3/322 - Km: 4/090 |
| 11 | Construction of sub grade and earthen shoulders with approved material from approved sources and such a materials shell be free of logs, stumps, roots, rubbish or any other ingredient likely to deteriorate or affect the stability of the embankment and the embankments shall be constructed in conformity with lines, grades, compaction to required 97% of density and cross sections as shown on the drawings or as directed by the Engineer using 8 CBR of soil with an average head of 5 km as per section 305 of MORT & H specification Rev-5. |
| 12 | Km: 0/000 - Km: 0/570 |
| 13 | Km: 3/322 - Km: 4/090 |
| 14 | Construction of granular sub-base Grade-V (Filter / Separationlayer) 150mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete Drainage layer |
| 15 | Km: 0/000 - Km: 0/570 |
| 16 | Km: 3/322 - Km: 4/090 |
| 17 | Construction of granular sub-base Grade-III ( Drainage layer ) 100mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per Clause 111,112,401, 900 of MORTH Specification Rev-5 |
| 18 | Km: 0/000 - Km: 0/570 |
| 19 | Km: 3/322 - Km: 4/090 |
| 20 | Providing,laying, spreading and compacting graded stone aggregate for wet mix macadam 250mm thickincluding premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers using paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density, including cost of material, labour charges, rentals for machinery fuel and all other incidental charges etc, Complete as per Clause 111,112,406, 900 of MORTH Specification Rev-5 |
| 21 | Km: 0/000 - Km: 0/570 |
| 22 | Km: 3/322 - Km: 4/090 |
| 23 | Providing and laying Prime Coat over WBM / WMM surface using 7Kg of Emulsion Bitumen (SS1 ) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111,112,502, 900 of MORTH Specification Rev-5 |
| 24 | Km: 0/000 - Km: 0/570 |
| 25 | Km: 3/322 - Km: 4/090 |
| 26 | Providing and laying Tack Coat over WBM / WMM surface (treated with primer) using 2.5Kg of Emulsion Bitumen (RS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111,112,503, 900 of MORTH Specification Rev-5 |
| 27 | Km: 0/000 - Km: 0/570 |
| 28 | Km: 3/322 - Km: 4/090 |
| 29 | Providing, laying 90mm consolidated thick Dense Bituminous Macadam Grading -1 using 0.40cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc.,complete as per Clause 111,112, 505, 900 of MORTH Specification Rev-5 |
| 30 | Km: 0/000 - Km: 0/570 |
| 31 | Km: 3/322 - Km: 4/090 |
| 32 | Providing and laying Bituminous Concrete to 30 / 40mm thick using 0.13 cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc.,including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per Clause 111,112, 507, 900 of MORTH Specification Rev-5 |
| 33 | Km: 0/000 - Km: 0/570 |
| 34 | Km: 3/322 - Km: 4/090 |
| 35 | Earth work excavatingfor kacha drain with initial lead of 10m & initial lift of 2m in hard stiff clay stiff black cotton, hard red earth, shoes, murrum, gravel, stony earth and earth mixed with small size boulders&Trimming the bed and the side slope of the bank as per drawing or as directed by the Engineer as per Clause 309 of MORTH Specification Rev-5 |
| 36 | Km: 0/000 - Km: 0/570 |
| 37 | Km: 3/322 - Km: 4/090 |
| 38 | Providing RCC M 15 grade precast KM stone of standard design as per IRC 8 - 1980 and fixing in position including painting andprinting etc., complete |
| 39 | Km: 3/322 - Km: 4/090 |
| 40 | Providing RCC M 15 grade precast HM stone of standard design as per IRC 8 - 1980 and fixing in position including painting, printing etc., complete |
| 41 | Km: 0/000 - Km: 0/570 |
| 42 | Km: 3/322 - Km: 4/090 |
| 43 | Supplying, Fixing and Hoisting of RCC hume Pipes (300mm dia)as per drawing and technical specification including laying, fixing and hoisting andas per section 2900 of MORTH Specification Rev-5 |
| 44 | Km: 0/000 - Km: 0/570 |
| 45 | Km: 3/322 - Km: 4/090 |
| 46 | JUNCTION IMPROVEMENT |
| 47 | Picking the existing BT surface as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for picking and all othertools and plants employed of the work and including all other incidental charges etc., completeas per Clause 202.3 of MORTH Specification Rev-5 |
| 48 | At km 225/885 of SH-29 Thanjavur-SayalkudiRoad |
| 49 | At Km 0/570 |
| 50 | At km 0/8 of Mudukulathur - KamuthiRoad |
| 51 | At km 229/265 of SH-29 Thanjavur-SayalkudiRoad |
| 52 | Excavation in Soil with Dozer with lead up to 100 metres Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment up to a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections |
| 53 | At km 225/885 of SH-29 Thanjavur-SayalkudiRoad |
| 54 | At Km 0/570 |
| 55 | At km 0/8 of Mudukulathur - KamuthiRoad |
| 56 | At km 229/265 of SH-29 Thanjavur-SayalkudiRoad |
| 57 | Construction of earthen embankment with approved material from approved sources and such a materials shell be free of logs, stumps, roots, rubbish or any other ingredient likely to deteriorate or affect the stability of the embankment and the embankments shall be constructed in conformity with lines, grades, compaction to required 95% of density and cross sections as shown on the drawings or as directed by the Engineer using 8 CBR of soil with an average head of 5 km as per section 305 of MORT & H specification Rev-5. |
| 58 | At km 225/885 of SH-29 Thanjavur-SayalkudiRoad |
| 59 | At Km 0/570 |
| 60 | At km 0/8 of Mudukulathur - KamuthiRoad |
| 61 | At km 229/265 of SH-29 Thanjavur-SayalkudiRoad |
| 62 | Construction of sub grade and earthen shoulders with approved material from approved sources and such a materials shell be free of logs, stumps, roots, rubbish or any other ingredient likely to deteriorate or affect the stability of the embankment and the embankments shall be constructed in conformity with lines, grades, compaction to required 97% of density and cross sections as shown on the drawings or as directed by the Engineer using 8 CBR of soil with an average head of 5 km as per section 305 of MORT & H specification Rev-5. |
| 63 | At km 225/885 of SH-29 Thanjavur-SayalkudiRoad |
| 64 | At Km 0/570 |
| 65 | At km 0/8 of Mudukulathur - KamuthiRoad |
| 66 | At km 229/265 of SH-29 Thanjavur-SayalkudiRoad |
| 67 | Construction of granular sub-base Grade-V (Filter / Separationlayer) 150mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete Drainage layer |
| 68 | At km 225/885 of SH-29 Thanjavur-SayalkudiRoad |
| 69 | At Km 0/570 |
| 70 | At km 0/8 of Mudukulathur - KamuthiRoad |
| 71 | At km 229/265 of SH-29 Thanjavur-SayalkudiRoad |
| 72 | Construction of granular sub-base Grade-III ( Drainage layer ) 100mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per Clause 111,112,401, 900 of MORTH Specification Rev-5 |
| 73 | At km 225/885 of SH-29 Thanjavur-SayalkudiRoad |
| 74 | At Km 0/570 |
| 75 | At km 0/8 of Mudukulathur - KamuthiRoad |
| 76 | At km 229/265 of SH-29 Thanjavur-SayalkudiRoad |
| 77 | Providing,laying, spreading and compacting graded stone aggregate for wet mix macadam 250mm thickincluding premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers using paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density, including cost of material, labour charges, rentals for machinery fuel and all other incidental charges etc, Complete as per Clause 111,112,406, 900 of MORTH Specification Rev-5 |
| 78 | At km 225/885 of SH-29 Thanjavur-SayalkudiRoad |
| 79 | At Km 0/570 |
| 80 | At km 0/8 of Mudukulathur - KamuthiRoad |
| 81 | At km 229/265 of SH-29 Thanjavur-SayalkudiRoad |
| 82 | Providing and laying Prime Coat over WBM / WMM surface using 7Kg of Emulsion Bitumen (SS1 ) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111,112,502, 900 of MORTH Specification Rev-5 |
| 83 | At km 225/885 of SH-29 Thanjavur-SayalkudiRoad |
| 84 | At Km 0/570 |
| 85 | At km 0/8 of Mudukulathur - KamuthiRoad |
| 86 | At km 229/265 of SH-29 Thanjavur-SayalkudiRoad |
| 87 | Providing and laying Tack Coat over WBM / WMM surface (treated with primer) using 2.5Kg of Emulsion Bitumen (RS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111,112,503, 900 of MORTH Specification Rev-5 |
| 88 | At km 225/885 of SH-29 Thanjavur-SayalkudiRoad |
| 89 | At Km 0/570 |
| 90 | At km 0/8 of Mudukulathur - KamuthiRoad |
| 91 | At km 229/265 of SH-29 Thanjavur-SayalkudiRoad |
| 92 | Providing and laying Tack Coat over BT surface (treated with primer) using 2.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111,112,503, 900 of MORTH Specification Rev-5 |
| 93 | At km 225/885 of SH-29 Thanjavur-SayalkudiRoad |
| 94 | At Km 0/570 |
| 95 | At km 0/8 of Mudukulathur - KamuthiRoad |
| 96 | At km 229/265 of SH-29 Thanjavur-SayalkudiRoad |
| 97 | Providing, laying 90mm consolidated thick Dense Bituminous Macadam Grading -1 using 0.40cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc.,complete as per Clause 111,112, 505, 900 of MORTH Specification Rev-5 |
| 98 | At km 225/885 of SH-29 Thanjavur-SayalkudiRoad |
| 99 | At Km 0/570 |
| 100 | At km 0/8 of Mudukulathur - KamuthiRoad |
| 101 | At km 229/265 of SH-29 Thanjavur-SayalkudiRoad |
| 102 | Providing and laying Bituminous Concrete to 30 / 40mm thick using 0.13 cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc.,including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per Clause 111,112, 507, 900 of MORTH Specification Rev-5 |
| 103 | At km 225/885 of SH-29 Thanjavur-SayalkudiRoad |
| 104 | At Km 0/570 |
| 105 | At km 0/8 of Mudukulathur - KamuthiRoad |
| 106 | At km 229/265 of SH-29 Thanjavur-SayalkudiRoad |
| 107 | Construction of cement concrete kerb with top and bottom width 115 and 165mm respecively, 250 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per IRC 86-1982. |
| 108 | At km 225/885 of SH-29 Thanjavur-SayalkudiRoad |
| 109 | At Km 0/570 |
| 110 | At km 0/8 of Mudukulathur - KamuthiRoad |
| 111 | At km 229/265 of SH-29 Thanjavur-SayalkudiRoad |
| 112 | Refilling with excavated soil (other than Sand )including compacting, filling in layers, watering, compactio to achieved the requireddensity including labour charges, watering with all leads,including fuel and hire charges for power roller, water sprinker and all other tools and plant employed etc., complete for in between median wall as per clasuse 305 of MORT & H specification Rev-5 |
| 113 | At km 225/885 of SH-29 Thanjavur-SayalkudiRoad |
| 114 | At Km 0/570 |
| 115 | At km 0/8 of Mudukulathur - KamuthiRoad |
| 116 | At km 229/265 of SH-29 Thanjavur-SayalkudiRoad |
| 117 | Service Road |
| 118 | Clearing and grubbing Scrub jungle including uprooting trunk vegetation, grass, bushes, shrubs, sapplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials 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 as per Table - 201 MORT & H specification (Sl.No :3) |
| 119 | Excavation in Soil with Dozer with lead up to 100 metres Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment up to a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections |
| 120 | Construction of earthen embankment with approved material from approved sources and such a materials shell be free of logs, stumps, roots, rubbish or any other ingredient likely to deteriorate or affect the stability of the embankment and the embankments shall be constructed in conformity with lines, grades, compaction to required 95% of density and cross sections as shown on the drawings or as directed by the Engineer using 8 CBR of soil with an average head of 5 km as per section 305 of MORT & H specification Rev-5. |
| 121 | Construction of sub grade and earthen shoulders with approved material from approved sources and such a materials shell be free of logs, stumps, roots, rubbish or any other ingredient likely to deteriorate or affect the stability of the embankment and the embankments shall be constructed in conformity with lines, grades, compaction to required 97% of density and cross sections as shown on the drawings or as directed by the Engineer using 8 CBR of soil with an average head of 5 km as per section 305 of MORT & H specification Rev-5. |
| 122 | Construction of granular sub-baseby providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete |
| 123 | Grade-V (Filter / Separationlayer) 150mm thick |
| 124 | Grade-III Drainage layer 100mm thick |
| 125 | Providing,laying, spreading and compacting graded stone aggregate for wet mix macadam 250mm thickincluding premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers using paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density, including cost of material, labour charges, rentals for machinery fuel and all other incidental charges etc, Complete as per Clause 111,112,406, 900 of MORTH Specification Rev-5 |
| 126 | Providing and laying Prime Coat over WBM / WMM surface using 7Kg of Emulsion Bitumen (SS1 ) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111,112,502, 900 of MORTH Specification Rev-5 |
| 127 | Providing and laying Tack Coat over WBM / WMM surface (treated with primer) using 2.5Kg of Emulsion Bitumen (RS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111,112,503, 900 of MORTH Specification Rev-5 |
| 128 | Providing, laying 90mm consolidated thick Dense Bituminous Macadam Grading -1 using 0.40cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc.,complete as per Clause 111,112, 505, 900 of MORTH Specification Rev-5 |
| 129 | Providing and laying Bituminous Concrete to 30 / 40mm thick using 0.13 cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc.,including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per Clause 111,112, 507, 900 of MORTH Specification Rev-5 |
| 130 | Constructionof CC kerb with top and bottom width 115 and 165 mm respectively 250 mm high in M20 grade PCC on M10 grade founadation 150mm thick foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per IRC 86-1982. |
| 131 | Refilling with excavated soil (other than Sand )including compacting, filling in layers, watering, compactio to achieved the requireddensity including labour charges, watering with all leads,including fuel and hire charges for power roller, water sprinker and all other tools and plant employed etc., complete for in between median wall as per clasuse 305 of MORT & H specification Rev-5 |
| 132 | Box Culvert |
| 133 | Dismantling the plain Cement Concrete in the existing structure and clearing away from the work site including cost if conveyance, labour charges and all other incidental charges etc complete as per clasuse 202.2 of MORT & H specification Rev-5 |
| 134 | Earthwork excavationin all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., completeas per relevant standard specifation for FOUNDATION OF BOX CULVERT AND RETURNN WALL as per clasuse 300 of MORT & H specification Rev-5 |
| 135 | VibratedCement Concrete of gradeM15 (Nominal Mix)using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and including cost of cement at siteincluding cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on height, hire charge for all tools and plants and all otherincidental charges etc., complete as per relevant standard specifications for LEVELLING COURSE OF BOX CULVERT AND RETURN WALL as per clasuse 2100 of MORT & H specification Rev-5 |
| 136 | Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20mmHBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental chargesetc., complete as per relevant standard specifications for BOTTOM SLAB OF BOX CULVERT as per clasuse 2100,1500 & 1700 of MORT & H specification Rev-5 |
| 137 | Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20mm HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental chargesetc., complete as per relevant standard specifications forBODY WALL OF BOX CULVERT as per clasuse 1500 & 1700 of MORT & H specification Rev-5 |
| 138 | Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20 mmHBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental chargesetc., complete as per relevant standard specifications for TOP SLAB OF BOX CULVERT as per clasuse 1500 & 1700 of MORT & H specification Rev-5 |
| 139 | Providing and Fixing 100mm dia Class IPVC Seepage Pipes of required length for abutment and wings, including cost and conveyance of all materials to work site, cost and labour for 900mm dia semi-spherical backfill arrangements with 100mm size broken granite chipsat the periphery and labour charges for fixing etc., to drain of the backfill FOR BOX CULVERT AND RETURN WALL as per clasuse 2706 of MORT & H specification Rev-5 |
| 140 | VibratedCement Concrete of gradeM20 (Nominal Mix )using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and including cost of cement at siteincluding cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on height, hire charge for all tools and plants and all otherincidental charges etc., complete as per relevant standard specifications for PARAPET FOR BOX CULVERT as per clasuse 1500 & 1700 of MORT & H specification Rev-5 |
| 141 | Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangments at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanished Iron pipes and flats and fixing them in position etc., complete. as per clasuse 2705 of MORT & H specification Rev-5 |
| 142 | Vibrated Cement concrete M20 (Nominal Mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site, including cost of cement at site and including soft water, labour charges for mixing, transporting, laying, curing and compacting concrete, hire charges for tools and plants and all other incidental charges etc., complete as per standard specification for FOOTING OF RETURN WALL as per clasuse 1500 & 1700 of MORT & H specification Rev-5 |
| 143 | VibratedCement Concrete ofM20 (Nominal Mix)using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at siteincluding cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all otherincidental charges etc., complete as per relevant standard specifications for STEM OF RETURN WALL as per clasuse 1500 & 1700 of MORT & H specification Rev-5 |
| 144 | VCC M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification forWEARING COAT OVER DECK SLAB as per clasuse 2702.2 of MORT & H specification Rev-5 |
| 145 | Supply and Fabrication of steel Grade Fe-500at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete,for BOX CULVERT as per clasuse 2600 of MORT & H specification Rev-5 |
| 146 | Supply and Fabrication of steel Grade Fe-240at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete,for BOX CULVERT as per clasuse 2600 of MORT & H specification Rev-5 |
| 147 | Providing FILTER MEDIA behind abutment and wings with clean III graded material 53mm to 5.6 mm to 600 mm thickness and well compacted in layers with smaller size towards the soil and bigger size towards the wall including cost and conveyance to woksite including all other incidental charges including hire charges for tools and plants employed etc., complete as per cl.710.1.4 & Appendix of IRC : 78-2014 |
| 148 | Construction of earthen embankment with approved material from approved sources and such a materials shell be free of logs, stumps, roots, rubbish or any other ingredient likely to deteriorate or affect the stability of the embankment and the embankments shall be constructed in conformity with lines, grades, compaction to required 95% of density and cross sections as shown on the drawings or as directed by the Engineer using 8 CBR of soil with an average head of 5 km as per section 305 of MORT & H specification Rev-5. |
| 149 | Construction of sub grade and earthen shoulders with approved material from approved sources and such a materials shell be free of logs, stumps, roots, rubbish or any other ingredient likely to deteriorate or affect the stability of the embankment and the embankments shall be constructed in conformity with lines, grades, compaction to required 97% of density and cross sections as shown on the drawings or as directed by the Engineer using 8 CBR of soil with an average head of 5 km as per section 305 of MORT & H specification Rev-5. |
| 150 | Gravel soling for making pavements in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer forDiversion road using Gravel from an approved quarry as per clasuse 300 of MORT & H specification Rev-5 |
| 151 | Supply & Hoisting of NP 3 class RCC 1000 mm dia. pipessupplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipeas a finished workincluding all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmentalofficers etc., complete as per clasuse 2900 of MORT & H specification Rev-5 |
| 152 | Dismantling the existing Pipes in the Culvert and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the Engineers including all labour charges etc complete as per clasuse 202.2 of MORT & H specification Rev-5 |
| 153 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 154 | Sub Total Amount for above all items |
| 155 | GST 12% for the above SubTotal Amount |
| 156 | Total in Figures (SubTotal + GST) |
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