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Maintenance Mtc. Of K.F. Road To K.F. Road Via Pechardahar During The Year 2021 22 Sh Patch Soling, Patch Metalling, Bituminous Grouting, Patch Carpetting, Sand Seal Coat, Shoulder Maintenance, Etc. Mtc. Of K.F. Road To K.F. Road Via Pechardah, kailashahar-Tripura

Public Works Department-PWD has published Maintenance Mtc. Of K.F. Road To K.F. Road Via Pechardahar During The Year 2021 22 Sh Patch Soling, Patch Metalling, Bituminous Grouting, Patch Carpetting, Sand Seal Coat, Shoulder Maintenance, Etc. Mtc. Of K.F. Road To K.F. Road Via Pechardah. Submission Date for this Tender is 27-01-2022. Road Work Tenders in kailashahar Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

30765067
Maintenance Mtc. Of K.F. Road To K.F. Road Via Pechardahar During The Year 2021 22 Sh Patch Soling, Patch Metalling, Bituminous Grouting, Patch Carpetting, Sand Seal Coat, Shoulder Maintenance, Etc. Mtc. Of K.F. Road To K.F. Road Via Pechardah
Open Tender
Indian
Tripura
kailashahar
27-01-2022

Tender Details

Maintenance Mtc. Of K.F. Road To K.F. Road Via Pechardahar During The Year 2021 22 Sh Patch Soling, Patch Metalling, Bituminous Grouting, Patch Carpetting, Sand Seal Coat, Shoulder Maintenance, Etc. Mtc. Of K.F. Road To K.F. Road Via Pechardahar During The Year 2021 22 Sh Patch Soling, Patch Metalling, Bituminous Grouting, Patch Carpetting, Sand Seal Coat, Shoulder Maintenance, Etc.

Key Value

Document Fees
INR 1000 /-
EMD
INR 23634.0 /-
Tender Value
INR 23.63 Lakhs /-

BOQ Items

Name of Work: Mtc. of K.F. Road to K.F. Road via Pechardahar during the year 2021-22 / SH:-patch soling, patch metalling, bituminous grouting, patch carpetting, sand seal coat, shoulder maintenance,etc.
Sl. No. Item Description
1Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camberand consolidating with road roller including making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth with lead upto 50 metres as per direction of the Engineer-in-Charge.
2Brick solingFlat Brick solingProviding 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.
3Brick edging laid length wise Providing and laying brick edging laid lengthwise 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.
4WBM Grading 3 Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KNin stages to proper grade and camber, applying and brooming, stone screeningto fill up the interstices of coarse aggregate, watering and compacting to the required density "Grading 3" as per MoRD Technical Specification Clause 405. (A) By Manual Means
5Repair 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.
6Premix carpet 20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity grade/ modified bitumen) Binder Providing, 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. Case - I : By ManualMeans I. Bitumen (VG-30)
7Tack Coat Tack coat using hot straight run bitumen of grade VG-30 on W.B.M. 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 W.B.M. @ 0.75 kg/ sqm.
8Tack Coat 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: : On bituminous surface @ 0.50 Kg/Sqm.
9Seal 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 (60/70 Grade) VG-30
10Seal coat on old bituminous road surface Sand seal coat on old bituminous road surface by applying Viscocity Graded (VG-30) bitumen @ 1.00 kg per sqm using rubber brush after proper cleaning of the road surface and spreading of river sand @0.06 cum/10 sqm complete as per specification and direction of the Engg.-in-Charge.
11Maintenance 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 technical specification Clause 1903.
12Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRD technical specification Clause 1903.
13Surface Drains 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
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