Public Works Department-PWD has published Fdr Of Various Roads Under Pwd R And B , Salema Sub-Division For The Year 2019 To 20 Laying Mixed Class Bats , Soling , Metalling , Carpeting , C . C Block Pitching , Clearing Landslide , Unline Drain Etc. Submission Date for this Tender is 26-08-2019. Drainage Tenders in Salema Tripura. Bidders can get complete Tender details and download the document.
| Name of Work:FDR of various roads under PWD (R&B), Salema Sub-Division for the year 2019-20 / SH: - Laying mixed class bats, soling, metalling, carpeting, C.C Block pitching, clearing landslide, unline drain etc 3rd call. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Restoration of Rain Cuts | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | i) Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exeeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRD technical specification Clause 1902.\nA. Manual Means | BI01010001010000000000000515BI0100001113 | 360 | Cum |
| 3 | 2 | Maintenance of Earthen Shoulder\n(Striping of excess soil)\nStriping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903. | 2400 | Sqm | |
| 4 | 3 | Maintenance of Drains\nThe maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per MoRD technical specification Clause 1907. | 1000 | m | |
| 5 | 4 | Surface drains\nConstruction of unlined surface drains of average cross-sectional area 0.40 Sqm in ordinary soil to specified lines,grades, levels and dimenssions. Excavated materials to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307. | 500 | m | |
| 6 | 5 | (III) Excavation in Soil using\nHydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRD Technical Specification Clause 302.3 | 2826.6 | Cum | |
| 7 | 6 | Cutting of branches of trees shrubs and trimming of grass and weeds\n(iii) Trimming of grass and weeds from the shoulders /berms and disposing off the same to suitable location as per MoRD technical specification Clause 1914. | 2100 | Sqm | |
| 8 | 7 | 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 | 871.5 | Cum | |
| 9 | 8 | WBM Grading 3\nProviding, laying, spreading and compacting 53 mm to 0.075 mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Technical Specification Clause 405.\nA) By Manual Means | 30.47 | Cum | |
| 10 | 9 | Maintenance of bituminous surface road using Jhama brick aggregate\nRepair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with B.M (using jhama brick aggregate & bitumen of VG-30), after applying prime coat at the bottom and tack coat on sides and on bottom (using bitumen emulsion) and compacting, trimming & finishing the surface to form a smooth continuous surface, all as per MoRD technical specification Clauses 1900, 502, 503 and 504. | 7.43 | Cum | |
| 11 | 10 | Tack coat using hot straight run\nbitumen of grade VG-30 on\nW.B.M.\nProviding and applying tack coat\nusing straight run bitumen of grade\nVG-30, including heating,\nspraying the bitumen, cleaning and\npreparing the existing road surface\nas per specifications: On WBM @\n0.75 kg/sqm. | 406.21 | Sqm | |
| 12 | 11 | Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications:\nOn bituminous surface @ 0.50 Kg/Sqm | 300 | Sqm | |
| 13 | 12 | 20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity grade/ modified bitumen) Binder.\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscocity 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-I: By Manual Means\n(I) Bitumen of VG-30. | 706.21 | Sqm | |
| 14 | 13 | 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.\nA) By Manual Means\nCase-IV: Type D (premix with fine sand)\n(I) Bitumen of VG-30 | 1021.78 | Sqm | |
| 15 | 14 | 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 aggregates) 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). | 48.6 | Cum | |
| 16 | 15 | (iii) Brick edging laid in full brick\nwidth\nProviding and laying brick edging 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. | 300 | m | |
| 17 | 16 | ii) Flat Brick soling\nProviding 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. | 525 | Sqm | |
| 18 | 17 | Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5.\nA) Driven at least 900 mm below ground and 1200 mm above ground. | 66 | Running meter | |
| 19 | 18 | Supplying & laying mixed class brick bats in different stretches in/c. loading , unloading and spreading properly on the depressed ground and consolidated with road roller/ramming in/c. Binding materials etc. complete as per direction by the Eng-In-Charge.\n(Binding material will be supply by the agency at his own cost and risk) | 290.37 | Cum | |
| 20 | 19 | Providing and placing gunny / polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification. | 600 | Nos | |
| 21 | 20 | Providing and fixing bitumen or tar drum guard posts including two coats of white synthetic enamel paint over a primer coat in the exposed outside surface above Ground level and applying two coats of coal tar on the outside surface below ground level including bottom before placing the same for a depth of 450 mm below ground level filled with earth as per specification. | 100 | Nos |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
