Public Works Department-PWD has published Tender For Fdr For Protection Of Approach Road Of Rcc Bridge At Amtali During The Year 2018-19/Sh:-Construction Of Counter Fort Retaining Wall , Block Pitching Etc.. Submission Date for this Tender is 20-11-2019. Road Work Tenders in Manu Tripura. Bidders can get complete Tender details and download the document.
| Name of Work: FDR for protection of approach road of RCC bridge at Amtali during the year 2018-19/SH:Construction of counterfort retaining wall , Block pitching etc. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for Structures\nA. Without 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.\nI. Ordinary soil\n(i) Upto 3 m depth | BI01010001010000000000000515BI0100001113 | 323.8 | cum |
| 2 | 1.1 | (ii) 3 m to 6 m depth | BI01010001010000000000000515BI0100001115 | 264 | cum |
| 3 | 2 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.\nI. Sand filling | BI01010001010000000000000515BI0100001116 | 13.85 | cum |
| 4 | 3 | 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)\nI. P.C.C grade M 10 (using jhama brick aggregate)\n(i) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001117 | 13.85 | cum |
| 5 | 4 | 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)\nIV. R.C.C grade M 20 | BI01010001010000000000000515BI0100001118 | 51.2 | cum |
| 6 | 5 | 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. | BI01010001010000000000000515BI0100001119 | 5.12 | t |
| 7 | 6 | 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)\nV. R.C.C grade M 20\n(i) Up to 5 m height | BI01010001010000000000000515BI0100001120 | 154.63 | cum |
| 8 | 6.1 | (ii) For height above 5 m upto 10 m | BI01010001010000000000000515BI0100001121 | 20.04 | cum |
| 9 | 7 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. | BI01010001010000000000000515BI0100001122 | 20.96 | t |
| 10 | 8 | Construction of R.C.C railing of M 25 grade in cast-in- situ with 20 mm nominal size aggregate, true to line & grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm including reinforcement as per drawing and MoRD technical specifications Clauses 800, 900 and 1208.3 (including centering, shuttering, staging etc. and reinforcement).\ni) M 25 grade R.C.C. | BI01010001010000000000000515BI0100001123 | 16 | m |
| 11 | 9 | Providing weep holes on brick masonry/ plain/ reinforced concrete wall with 75 mm dia uPVC pipe with ISI mark of approved/ reputed make extending through the full width of the structures with slope of 1(V):20(H) towards drawing face including cutting, fixing etc. complete as per drawing and direction of the Engineer-in-Charge and technical specification. | BI01010001010000000000000515BI0100001124 | 54.6 | m |
| 12 | 10 | 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. | BI01010001010000000000000515BI0100001125 | 18.14 | cum |
| 13 | 11 | Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement)\nII.Cement concrete grade M 10 in case of concrete block pitching\nI.P.C.C grade M10\n(ii) Nominal mix 1:3:6 (Hand mixing) | BI01010001010000000000000515BI0100001126 | 72.9 | cum |
| 14 | 12 | 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. | BI01010001010000000000000515BI0100001130 | 928.25 | cum |
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