Public Works Department-PWD has published Maintenance Existing Pipe Culvert And Box Culvert At Different Pwd Road Under Kadamtala Pwd ( Randb ) Within Kadamtala Block Sh Pipe Culvert C . C . Bed , Facewall , Plastering And Box Culvert Rcc Wall , Wearing Course Block Pitching Etc . During. Submission Date for this Tender is 23-03-2020. Culvert Tenders in Kadamtala Tripura. Bidders can get complete Tender details and download the document.
| Name of Work: Mtc existing pipe culvert and box culvert at different PWD road under Kadamtala PWD (R&B) within Kadamtala block/ SH: pipe culvert C.C. bed, facewall, plastering and box culvert RCC wall , wearing course block pitching etc. during the year 2020-21. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earthwork in excavation for foundation of structures upto3 m depth as per drawing and MoRD technical specificationClause 1104, including setting out, construction of shoringand bracing, removal of stumps and otherdeleteriousmatter, dressing of sides andbottom and backfilling withapproved material | BI01010001010000000000000515BI0100001114 | 184.5 | cum |
| 2 | 2 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. MoRD technical specification Clause 1108\nSand Filling | BI01010001010000000000000515BI0100001115 | 27.56 | cum |
| 3 | 3 | Laying concrete cradle bedding with M15 Grade Cement Concrete as per MoRD Technical specification Clause 1105(i). | BI01010001010000000000000515BI0100001116 | 23.153 | cum |
| 4 | 4 | Plain Cement Concrete M10(1:3:6 nominal mix) in levellingcourse below open foundation of Head walls as perdrawings & MoRD Technical Specification Clause 800 &1109. | BI01010001010000000000000515BI0100001117 | 21.04 | cum |
| 5 | 5 | Plastering with Cement Mortar (1 : 4), 15 mm thick onbrickwork in substructure as per MoRD technicalspecification Clause 613.4 | BI01010001010000000000000515BI0100001118 | 42.3 | sqm |
| 6 | 6 | Brick Masonry Work in cement mortar in foundation ofHead walls complete excluding pointing and plastering asper drawing and MoRD technicalspecification Clause1109. | BI01010001010000000000000515BI0100001119 | 9 | cum |
| 7 | 7 | Cement Concrete M10 (1:3:6 nominal mix) in Head Wallswith skin reinforcement (8 mm dia @ 200 mm c/c onexposed surface as per drawings & MoRDTechnicalSpecification1109(includingcentering,shuttering, stagingetc.) | BI01010001010000000000000515BI0100001120 | 62.5 | cum |
| 8 | 8 | Providing and Laying reinforced cement concrete pipe NP2for culverts on first class bedding of granular material insingle row including fixing collar with cement mortar 1:2but excluding excavation, protection works, backfilling ,concrete and masonry works in head walls and parapets asper MoRD Technical specification Clause 1106.\n900 mm dia | BI01010001010000000000000515BI0100001121 | 10 | mtr |
| 9 | 9 | Providing weep holes in brick masonry/ stone masonry,plain/ reinforced concrete abutment, wing wall, return wallwith 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0kg/cm2 pressure) extending through the full width of thestructures with slope of 1(V):20(H) towards drawing facecomplete as per drawing and MoRD technical specificationclauses 614, 709, 1204.3.7. | BI01010001010000000000000515BI0100001122 | 15 | mtr |
| 10 | 10 | Providing & laying filter media with granular crushedaggregates as per specification to a thickness of not lessthan 600 mm with smaller size towards the soil & biggersize towards the wall & providing over the entire surfacebehind abutment, wing wall, return wall to the full height,compacted to firm condition complete as per drawing andMoRD technical specification clause 1204.3.8 | BI01010001010000000000000515BI0100001123 | 4.32 | cum |
| 11 | 11 | Providing & laying reinforced cement concrete in\nsuperstructure as per drawings & MoRD technical\nspecifications Clauses 800, 900, 1205.4 & 1205.5\n(including centering, shuttering, staging etc. but excludingreinforcement). R.C.C M 25 For height upto 5 m | BI01010001010000000000000515BI0100001124 | 31.284 | cum |
| 12 | 12 | Supplying, fitting, & placing Thermo-Mechanically treatedbar/ Cold twisted deformed steel bar reinforcement insuperstructure complete as per drawing & MoRD technicalspecifications Clauses 1002, 1010 & 1202. | BI01010001010000000000000515BI0100001125 | 3.42 | ton |
| 13 | 13 | Providing and laying cement concrete wearing course M 30grade including reinforcement complete as per drawings &MoRD technical specifications Clauses 800 & 1206.3( including centering, shuttering, staging etc. andreinforcement | BI01010001010000000000000515BI0100001126 | 5.625 | cum |
| 14 | 14 | Providing and laying flat brick soling layer on preparedsubgrade according to lines, grades and cross-sectionshown on the drawing, filling joints with Earth, free fromclay with a Plasticity Index not exceeding 6, watering androlling the same with three wheeled road roller 80-100 kNas per MoRD Technical Specification Clause 412. | BI01010001010000000000000515BI0100001127 | 140 | sqm |
| 15 | 15 | Providing and laying brick edging laid lengthwise on\nprepared subgrade according to lines, grades and crosssectionshown on the drawing, filling joints with Earth, freefrom clay with a Plasticity Index not exceeding 6, wateringand rolling the same with three wheeled road roller 80-100kN as per MoRD Technical Specification Clause 412 | BI01010001010000000000000515BI0100001128 | 30 | mtr |
| 16 | 16 | Construction of embankment with approved material\nobtained from borrow pits with all lifts, transporting to site,spreading, grading to required slope andcompacting tomeet requirement of Tables 300.1and 300.2 with a leadupto 1000 m as per MoRT&H Technical Specificationclauses of section 300. | BI01010001010000000000000515BI0100001129 | 72.5 | cum |
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