Public Works Department-PWD has published Flood Damage Repair /Extension Of Existing Bailey Bridges On The Road Telarban Towards Sudraithakur Para And Gabordi Towards Kanchanmala Road Within The Jurisdiction Of Takarjala Sub-Division Under Bishramganj Division During The Year 2018-19 Sh Construct. Submission Date for this Tender is 16-09-2019. Bridge Work Tenders in Telarban Tripura. Bidders can get complete Tender details and download the document.
| Name of Work: Flood damage repair /extension of existing Bailey bridges on the road Telarban towards Sudraithakur para and Gabordi towards Kanchanmala road within the jurisdiction of Takarjala Sub-Division under Bishramganj Division during the year 2018-19 / SH: Construction of pedestal, cast-in-situ Block pitching and extension of existing bailey bridges (3rd call). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earthwork in excavation for structures as per drawing and MoRD technicla specifications clause 305.1 including setting out constrction of shoring and bracing, removal of stumes & other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material | BI01010001010000000000000515BI0100001113 | 126.94 | cum |
| 2 | 2 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.\nI.Sand filling\n | BI01010001010000000000000515BI0100001114 | 7.31 | cum |
| 3 | 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 (Hand mixing)\n | BI01010001010000000000000515BI0100001115 | 94.185 | cum |
| 4 | 4 | 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). i] RCC grade- M- 25 i] For height upto 5.00 m. | BI01010001010000000000000515BI0100001116 | 21.015 | cum |
| 5 | 5 | Supplying, fitting and placing Thermo-mechanically treated bar/cold twisted deformed steel bar reinforcement in superstructure complete as per drawing and MoRD technical specifications clause 1002,1010 and 1202 | BI01010001010000000000000515BI0100001117 | 3.152 | Tonnes |
| 6 | 6 | Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete (using jhama brick aggregate)as per drawing and MoRD technical specification Clause 1301 (rate includes preparation of bed, nominal surface re-inforcement and filling of granular material in recesses between blocks). | BI01010001010000000000000515BI0100001118 | 182.25 | cum |
| 7 | 7 | Launching/opening of bailey type potable steel unit of IRC class 24R loading of approved design in/c. carrying the component of the work size by mechanical transport from PWD store yard in/c. loading and unloading etc. complete as per direction of the Engineer-in-charge (Bailey type portable steel bridge in/c. antiskid steel decking and bearing etc. complte will be issued free of cost from PWD store yard at Agartala). | BI01010001010000000000000515BI0100001119 | 460 | Ft |
| 8 | 8 | Providing and fitting fixing spare parts in the Bailey Bridge as per direction of the Engg-in-charge. | BI01010001010000000000000515BI0100001120 | 150 | Nos |
| 9 | 9 | Construction of Embankment with Material Obtained from Borrow Pits. 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 5000 m as per MoRD Technical Specification Clause 301.5. | BI01010001010000000000000515BI0100001121 | 1000 | cum |
| 10 | 10 | 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 as per MoRD Technical Specification Clause 303.1. | BI01010001010000000000000515BI0100001122 | 87.75 | cum |
| 11 | 11 | Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412. | BI01010001010000000000000515BI0100001123 | 390 | sqm |
| 12 | 12 | Providing and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412. | BI01010001010000000000000515BI0100001125 | 240 | m |
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