Public Works Department-PWD has published Strengthening Of Road From A-N Road To Karzarampara Via Nabinroypara , Paharpur ( L-3 . 40 Km ) Under The Jurisdiction Of Pwd ( R And B ) Sub-Division No . Ii , Amarpur , During The Year 2020-21Sh - Earthwork , Wmm , Bm , Carpeting , Seal Coat . Submission Date for this Tender is 05-01-2021. Road Work Tenders in Amarpur Tripura. Bidders can get complete Tender details and download the document.
| Name of Work:“Strengthening of road from A-N road to Karzarampara via Nabinroypara, Paharpur (L=3.40 Km) under the jurisdiction of PWD(R&B) Sub-Division No. II, Amarpur, during the year 2020-21/SH : Earthwork, WMM, BM, Carpeting, Seal Coat, Pucca Drain, Cross Drainage works, RCC Retaining Structures etc under Special Assistance to States for Capital Expenditure in 2020-21.” | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and Grubbing Road Land\nClearing 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 earlier and 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 MoRD Technical Specification clause 201.\nBy Mechanical Means\nIn area of non-thorny jungle | BI01010001010000000000000515BI0100001112 | 1.02 | hectare |
| 2 | 2 | Excavation in Soil with Dozer with lead upto 100 m.\nExcavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRD Technical Specification Clause 302.3. | BI01010001010000000000000515BI0100001113 | 1650 | Cum |
| 3 | 3 | Construction of Embankment with Material Obtained from Roadway Cutting\nConstruction 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 MoRD Technical Specification Clause 301.5.\nFor spreading beyond 100 m | BI01010001010000000000000515BI0100001114 | 1320 | Cum |
| 4 | 4 | Construction of Embankment with Material Obtained from Borrow Pits\nConstruction 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 MoRD Technical Specification Clause 301.5. | BI01010001010000000000000515BI0100001115 | 1200 | Cum |
| 5 | 5 | Construction of Subgrade and Earthen Shoulders\nConstruction 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 as per MoRD Technical Specification Clause 303.1. | BI01010001010000000000000515BI0100001116 | 849.375 | Cum |
| 6 | 6 | Granular Sub-base with Well Graded Material (Table 400.1) using Jhama Brick Aggregate\nBy Mix in Place Method\nConstruction of granular sub-base by providing well graded material (Jhama Brick Aggregate, Grading-I, as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.\n(i) For Grading - I Material (jhama brick aggreate) | BI01010001010000000000000515BI0100001117 | 37.969 | Cum |
| 7 | 7 | Wet Mix Macadam\nProviding, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed materials 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 three wheel 80-100 kN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per MoRD Technical Specification Clause 406.\nBy Mechanical Means with 1.00 km lead | BI01010001010000000000000515BI0100001118 | 1392.3 | Cum |
| 8 | 8 | Prime Coat\nMedium porosity\nProviding 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 0.90- 1.20 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. | BI01010001010000000000000515BI0100001119 | 13387.5 | Sqm |
| 9 | 9 | Tack Coat\nProviding 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 surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503. | BI01010001010000000000000515BI0100001120 | 13387.5 | Sqm |
| 10 | 10 | Bituminous Macadam\nProviding and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Technical Specification Clause 504.\nWith Viscosity Graded Bitumen of VG-30. | BI01010001010000000000000515BI0100001121 | 669.375 | Cum |
| 11 | 11 | 25 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder\nProviding, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity 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 or Type D as per MoRD Technical Specification Clause 508.\nCase - II By Mechanical Means\nBitumen of VG-30 | BI01010001010000000000000515BI0100001122 | 13387.5 | Sqm |
| 12 | 12 | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.\nBy Manual Means\nCase - IV : Type D (premix with fine sand)\nBitumen of VG-30 | BI01010001010000000000000515BI0100001123 | 13387.5 | Sqm |
| 13 | 13 | Road side Pucca Drains\nConstruction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) \nTrapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm)\nIn Ordinary Soil\n | BI01010001010000000000000515BI0100001124 | 951 | Metre |
| 14 | 14 | Traffic Signs\nRetro-reflectorised Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Technical Specification Clause 801.\nwith 600 mm equilateral triangle aluminium sheeting | BI01010001010000000000000515BI0100001125 | 10 | Each |
| 15 | 15 | Traffic Signs\nRetro-reflectorised Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Technical Specification Clause 801.\nwith 600 mm circular aluminium sheeting | BI01010001010000000000000515BI0100001126 | 6 | Each |
| 16 | 16 | Kilometre Stone (with RCC M15 grade using jhama brick aggregate)\nReinforced cement concrete M15 grade (using jhama brick aggregate) kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and MoRD Technical Specification Clause 1703.\nOrdinary Kilometre Stone(precast) | BI01010001010000000000000515BI0100001127 | 6 | Each |
| 17 | 17 | Excavation for Structures\nWithout dewatering.\nEarthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.\nOrdinary Soil\nUpto 3 m depth | BI01010001010000000000000515BI0100001128 | 492.38 | Cum |
| 18 | 18 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.\nSand filling | BI01010001010000000000000515BI0100001129 | 34.02 | Cum |
| 19 | 19 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)\nP.C.C grade M 10 (using jhama brick aggregate)\nNominal mix 1:3:6 | BI01010001010000000000000515BI0100001130 | 34.02 | Cum |
| 20 | 20 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)\nP.C.C grade M 20 (using jhama brick aggregate)\nNominal mix (1:2:4) | BI01010001010000000000000515BI0100001131 | 52.5 | Cum |
| 21 | 21 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).\nR.C.C grade M 25 | BI01010001010000000000000515BI0100001132 | 49.84 | Cum |
| 22 | 22 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202. | BI01010001010000000000000515BI0100001133 | 11.23 | Tonne |
| 23 | 23 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)\nR.C.C grade M-25 \nupto 5 m height | BI01010001010000000000000515BI0100001134 | 46.41 | Cum |
| 24 | 24 | Plain cement concrete (using jhama brick aggregate) in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204 (including centering, shuttering, staging etc. but excluding reinforcement)\nP.C.C grade M-20 (1:2:4) (Hand mix)\nupto 5 m height | BI01010001010000000000000515BI0100001135 | 36 | Cum |
| 25 | 25 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. | BI01010001010000000000000515BI0100001136 | 9.169 | Tonne |
| 26 | 26 | Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. | BI01010001010000000000000515BI0100001137 | 46.2 | Metre |
| 27 | 27 | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. | BI01010001010000000000000515BI0100001138 | 252.72 | Cum |
| 28 | 28 | Excavation for Structures\nWithout dewatering.\nEarthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.\nOrdinary Soil\nUpto 3 m depth | BI01010001010000000000000515BI0100001139 | 44.8 | Cum |
| 29 | 29 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.\nSand filling | BI01010001010000000000000515BI0100001140 | 3.43 | Cum |
| 30 | 30 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)\nP.C.C grade M 10 (using jhama brick aggregate)\nNominal mix 1:3:6 | BI01010001010000000000000515BI0100001141 | 3.43 | Cum |
| 31 | 31 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).\nR.C.C grade M 25 | BI01010001010000000000000515BI0100001142 | 6.678 | Cum |
| 32 | 32 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202. | BI01010001010000000000000515BI0100001143 | 0.6678 | Tonne |
| 33 | 33 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)\nR.C.C grade M-25 \nupto 5 m height | BI01010001010000000000000515BI0100001144 | 3.36 | Cum |
| 34 | 34 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. | BI01010001010000000000000515BI0100001145 | 0.336 | Tonne |
| 35 | 35 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204. \nIn 1:4 cement mortar | BI01010001010000000000000515BI0100001146 | 28.476 | Cum |
| 36 | 36 | Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204. | BI01010001010000000000000515BI0100001147 | 50.4 | Sqm |
| 37 | 37 | Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement).\nR.C.C M 25\nFor height upto 5 m | BI01010001010000000000000515BI0100001148 | 7.14 | Cum |
| 38 | 38 | Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202. | BI01010001010000000000000515BI0100001149 | 0.714 | Tonne |
| 39 | 39 | Supplying, fitting, & placing MS bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202. | BI01010001010000000000000515BI0100001150 | 0.48 | Tonne |
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