Periodical Renewal Of Completed Pmgsy Road From Belonia-Barpathari Road (T04) To Ubc Nagar (L-4.867 Km) Link No.L048 Under B.C. Nagar R.D. Block During The Year 2022-23 Patch Metalling, Grouting, Re-Carpeting, Road Side Pucca Drains And Other Allied Works
Tender Value
33.98 Lakhs
Estimated cost
Bid Submission
11 Oct 2022
0 days left
EMD
67961
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
South Tripura → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Periodical Renewal Of Completed Pmgsy Road From Belonia-Barpathari Road (T04) To Ubc Nagar (L-4.867 Km) Link No.L048 Under B.C. Nagar R.D. Block During The Year 2022-23 Patch Metalling, Grouting, Re-Carpeting, Road Side Pucca Drains And Other Allied Works.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation 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. |
| 2 | Construction of Embankment with Material Obtained from Borrow PitsConstruction 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. |
| 3 | Granular Sub-base with Well Graded Material (Table 400.1) using Jhama Brick AggregateBy Mix in Place MethodConstruction of granular sub-base by providing well graded material (Jhama Brick Aggregate, Grading-I, as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.(i) For Grading - I Material (Jhama Brick Aggregate) |
| 4 | WBM Grading 3Providing, laying, spreading and compacting jhama brick aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 KNin 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.I. By Manual Means |
| 5 | Patch repairing / Maintenance of bituminous surface road using Jhama brick aggregate & Viscosity Gradedbitumen (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 pot holes 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 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. |
| 6 | Prime CoatMedium porosityProviding 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 0.90- 1.20 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502 |
| 7 | Tack CoatProviding 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503. |
| 8 | Tack Coat using hot straight run bitumen of grade VG-30 on bituminous surfaceProviding 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. |
| 9 | 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade / modified bitumen) BinderProviding, 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 508Case - I: By Manual MeansBitumenofVG-30 |
| 10 | Seal CoatProviding 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 Meansi) Case - IV : Type D (premix with fine sand)a) Bitumen of VG-30 |
| 11 | Surface DrainsConstruction 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.a) Surface Drains in Ordinary Soili) Manual Means |
| 12 | Roadside Pucca DrainsConstruction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement)A. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm).i) In Ordinary Soil |
AI Tender Summary
Tender Timeline
Sep 15, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 11, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 12, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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