Public Works Department-PWD has published Flood Damage Repair Fdr Of Nh 08 44 At Resham Bagan Ch . 478 . 85 Km During The Year 2019 20 Sh Road Protection Work By C C Block Pitching. Submission Date for this Tender is 25-02-2020. Road Work Tenders in Agartala West Tripura Tripura. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 18-Feb-2020 | Change in Date and time | Date | 25-02-2020 |
| Name of Work: Flood Damage Repair (FDR) of NH-08(44) at Resham Bagan(Ch.478.85 km) during the year 2019-20/ SH: Road Protection work by C.C Block pitching. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for Structures | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 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. i)Ordinary soil (A) Manual Means i)Upto 3 m deprth | BI01010001010000000000000515BI0100001113 | 230.4 | cum |
| 3 | 2 | Construction of Embankment with Material Obtained from Borrow Pits | BI01010001010000000000000515BI0100001114 | ||
| 4 | 2.01 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 500 m as per MoRT&H Technical Specification clauses of section 300 | BI01010001010000000000000515BI0100001115 | 136.8 | cum |
| 5 | 3 | Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 304. | BI01010001010000000000000515BI0100001116 | 28.8 | cum |
| 6 | 4 | Geotextile Filter | BI01010001010000000000000515BI0100001117 | ||
| 7 | 4.01 | Laying of a geotextile 120 gsm non woven membrane, 50% polyester of thickness 1 to 1.25 mm between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching as per drawing and MoRT&H Technical specifications clause 700, 2504. | BI01010001010000000000000515BI0100001118 | 114 | sqm |
| 8 | 5 | Cement concrete blocks (size 0.5 x 0.5 x 0.5 m) | BI01010001010000000000000515BI0100001119 | ||
| 9 | 5.01 | Providing and laying of apron with cement concrete blocks of size 0.5 x 0.5 x 0.5 m cast in-situ and made with nominal mix of M 15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-500 as per drawings & MoRT&H technical specifications Clauses 2503. | BI01010001010000000000000515BI0100001120 | 624 | cum |
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