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Maintenance Of Different Roads ( An Road To Barmatilla Road, Ab Road To Chellagang Road And Other Link Raods Etc. ) Under The Jurisdiction Of Pwd ( R And B ) Sub-Division No. Ii, Amarpur, For The Year 2021-22 / Sh - Surface Drains, , Amarpur-Tripura

Public Works Department-PWD has published Maintenance Of Different Roads ( An Road To Barmatilla Road, Ab Road To Chellagang Road And Other Link Raods Etc. ) Under The Jurisdiction Of Pwd ( R And B ) Sub-Division No. Ii, Amarpur, For The Year 2021-22 / Sh - Surface Drains, . Submission Date for this Tender is 29-07-2021. Road Work Tenders in Amarpur Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

28449088
Maintenance Of Different Roads ( An Road To Barmatilla Road, Ab Road To Chellagang Road And Other Link Raods Etc. ) Under The Jurisdiction Of Pwd ( R And B ) Sub-Division No. Ii, Amarpur, For The Year 2021-22 / Sh - Surface Drains,
Open Tender
Indian
Tripura
Amarpur
29-07-2021

Tender Details

Maintenance Of Different Roads ( An Road To Barmatilla Road, Ab Road To Chellagang Road And Other Link Raods Etc. ) Under The Jurisdiction Of Pwd ( R And B ) Sub-Division No. Ii, Amarpur, For The Year 2021-22 / Sh - Surface Drains, Protection Works, Soling, Grout

Key Value

Document Fees
INR 1000 /-
EMD
INR 22726.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:- Mtc. of different roads (AN road to Barmatilla road, AB road to Chellagang road and other other link raods etc.) under the jurisdiction of PWD(R&B) Sub-Division No. II, Amarpur, for the year 2021-22 /SH : Surface Drains, Protection Works, Soling, Grouting, Patch Carpeting, Seal Coat and all other allied works.
Sl. No. Item Description
1Clearing and Grubbing Road Land Clearing 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 MoRD 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 structures 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
4Wire Crates Providing and supplying G.I wire crates of 6mm gauge and size of 1.50 X 0.60 X 0.45m as per practical weight of 6.465kg including supplying mixed class bats of 0.345cum and filling with labor charge etc. complete and placing as per specification and as per direction of Engineer-in-charge.
5Providing 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.
6Single 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. B) Driven at least 900 mm below ground and 1200 mm above ground on average
7(i) Surface Drains in Soil Construction of unlined surface drains of average crosssectional 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 (B) Mechanical Means
8Bats Filling Collection and supplying of jhama brick bats in/carrying loading unloading stacking properly the same in road depression and stretches in/c. spreading and blinding materials and to make it good to proper grade and camber including consolidation with wooden or steel rammer as per direction of the Engineer-in-charge.
9Brick Soling i) Brick on edge soling Providing and laying brick on edge soling layer on prepared subgrade according to lines, grades and crosssection shown on the drawing, filling joints with sand, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.
10Brick 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.
11Maintenance of bituminous surface road using Jhama brick aggregate 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 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.
12Tack 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.
1320 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity 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. Case - I: By Manual Means (I) Bitumen of VG-30
14Seal Coat Providing 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
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