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Maintenance Of Road Starting From Nh208 ( Kathal Chari ) To Cold Store ( Near Santi Karmakar House ) Via 62 Card Awc Under East Harina G.P. S.H. Missing Soling, Metalling, Carpetting, Seal Coat, Etc. During The Year 2022-23. ( Group-L ) , sabroom-Tripura

Public Works Department-PWD has published Maintenance Of Road Starting From Nh208 ( Kathal Chari ) To Cold Store ( Near Santi Karmakar House ) Via 62 Card Awc Under East Harina G.P. S.H. Missing Soling, Metalling, Carpetting, Seal Coat, Etc. During The Year 2022-23. ( Group-L ) . Submission Date for this Tender is 13-10-2022. Road Work Tenders in sabroom Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

34052852
Maintenance Of Road Starting From Nh208 ( Kathal Chari ) To Cold Store ( Near Santi Karmakar House ) Via 62 Card Awc Under East Harina G.P. S.H. Missing Soling, Metalling, Carpetting, Seal Coat, Etc. During The Year 2022-23. ( Group-L )
Open Tender
Indian
Tripura
sabroom
13-10-2022

Tender Details

Maintenance Of Road Starting From Nh208 ( Kathal Chari ) To Cold Store ( Near Santi Karmakar House ) Via 62 Card Awc Under East Harina G.P. S.H. Missing Soling, Metalling, Carpetting, Seal Coat, Etc. During The Year 2022-23. ( Group-L )

Key Value

Document Fees
INR 1000 /-
EMD
INR 48329.0 /-
Tender Value
INR 24.16 Lakhs /-

BOQ Items

Name of Work: Maintenance Of Road Starting from NH208(Kathal Chari) to Cool Store (near Santi Karmakar house) via 62 card AWC under East Harina G.P / S.H:-Missing soling, metalling, carpetting, Seal coat, etc.during the year 2022-23.(Group-l)
Sl. No. Item Description
1Excavation in Soil using Hydraulic 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.
2Construction of Embankment with Material Obtained from Borrow Pits Construction 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 and300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.
3Brick solingii) 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.
4iv) Brick 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.
5Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate 2) WBM 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 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. a) (A) By Manual Means
6Prime Coat (i) Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
7TackCoat. iii.Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
820 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder (I) Bitumen of VG-30 sqmProviding, laying and rolling of open-graded premix carpet of 20 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
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 Case - IV : Type D (premix with fine sand) (I) Bitumen of VG-30
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