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Tender For Maintenance Of Different Roads During Monsoon Under The Jurisdiction Of Pwd R And B Sub Division No Ii Amarpur During The Year 2022 23, amarpur-Tripura

Public Works Department-PWD has published Tender For Maintenance Of Different Roads During Monsoon Under The Jurisdiction Of Pwd R And B Sub Division No Ii Amarpur During The Year 2022 23. Submission Date for this Tender is 05-04-2023. Flood Protection Tenders in amarpur Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

36796588
Tender For Maintenance Of Different Roads During Monsoon Under The Jurisdiction Of Pwd R And B Sub Division No Ii Amarpur During The Year 2022 23
Open Tender
Indian
Tripura
amarpur
05-04-2023

Tender Details

Maintenance Of Different Roads During Monsoon Under The Jurisdiction Of Pwd R And B Sub Division No Ii Amarpur During The Year 2022 23 Earthwork, Surface Drain, Brick Soling, Protection Works Etc

Key Value

Document Fees
INR 1000 /-
EMD
INR 48468.0 /-
Tender Value
INR 24.23 Lakhs /-

BOQ Items

Name of Work: Mtc. of different roads during monsoon under the jurisdiction of PWD(R&B) Sub-Division No. II, Amarpur, during the year 2022-23/SH : Earthwork, Surface Drain, Brick Soling,Protection works etc.
Sl. No. Item Description
1Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i) By Manual Means A) In area of non-thorny jungle
2Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment / subgrade, replacement by suitable soil, which shall be paid separately as per MoRD Technical Specification Clause 303.5.2 and as per MoRD Technical Specification Clause 302.3.11.
3Construction of Embankment with Material Obtained from Roadway Cutting Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structues graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5. A. For spreading beyond 100 m
4Maintenance of Earthen shoulder (Stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technial specification Clause 1903.
5Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope,verge so rother locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering asper MoRD Technical Specification Clause 309.
6Surface Drain in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material 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. (i) Surface Drains in Ordinary Soil (A) Manual Means
7Brick Soling ii) Flat Brick soling 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.
8Bats Filling Collection and supplying of jhama brick bats in/c carrying loadsing unloading stacking properly and laying the same in road depression and stretches in/c spreading and blinding materials and to make it good to proper grade and camber in/c consolidation with wooden or steel rammer as per direction of the Engineer-in-charge.
9Maintenance of bituminous surface road I. Repair 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 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504.
10Patch repairing/ Maintenance of bituminous surface road using Jhama brick aggregate & viscocity graded bitumen (VG-30) Repairing pot-holes and making up small depressions with ramming or power rolling after removal/ disposal of disintegrated materials within a lead of 50 m, cutting potholes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any other appropriate method including screening, cleaning of aggregates; and filling up with with jhama chips using bitumen of VG-30 @ 54 kg per m3 of loose volume of jhama brick chips, after applying tack coat of bitumen on sides and bottom @ 0.75 kg/ sqm and finishing the top of repaired surface levelled with adjoining area in proper grade and camber including spreading of sand @ 0.006 cum/ sqm of prepared road surface as per direction of the Engineer-in-Charge and all as per MoRD technical specification Clauses 1900, 502, 503 and 504.
11Tack 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: On bituminous surface @ 0.50 Kg/ Sqm.
12Providing 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. (A) By Manual Means Case - IV : Type D (premix with fine sand) (i) Bitumen VG-30
13Providing 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.
14Single 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. A) Driven at least 900 mm below ground and 1200 mm above ground on average
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