Tender For Periodical Repair Of Pmgsy Road From Gournagar To Sonamukhi Link No.L-026 Length-0.989 Km During The Year 2022-23 Sh Surface Dressing, Patch Soling, Metalling, Grouting, Carpeting, ,Etc.
Tender Value
18.98 Lakhs
Estimated cost
Bid Submission
20 Sep 2023
0 days left
EMD
37968
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kailashahar → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Periodical Repair Of Pmgsy Road From Gournagar To Sonamukhi Link No.L-026 Length-0.989 Km During The Year 2022-23 Sh Surface Dressing, Patch Soling, Metalling, Grouting, Carpeting, , Etc.
BOQ
| Sl. No. | Item Description |
| 1 | Preparation 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. |
| 2 | Flat 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 androlling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412. |
| 3 | Brick edging laid length wiseProviding 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. |
| 4 | WBM Grading 3Providing, 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 |
| 5 | 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. |
| 6 | Premix carpet20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity 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 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) |
| 7 | Tack CoatTack 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. |
| 8 | Tack CoatTack 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. |
| 9 | 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 means Case - IV : Type D (premix with fine sand)(I) Bitumen of VG-30 |
| 10 | Excavation for StructuresA. Without dewatering.Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I. Ordinary Soili) Upto 3 m depth |
| 11 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.I. Sand filling |
| 12 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)I. P.C.C grade M 10(i) Nominal mix 1:3:6 |
| 13 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specificationClauses 1002, 1005, 1010 and 1202. |
| 14 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings &MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)R.C.C grade M 25i) Upto 5 m height |
| 15 | Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. |
| 16 | Maintenance 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. |
| 17 | Maintenance 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. |
| 18 | Surface 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 MoRDTechnical Specification Clause 307.(i) Surface drains in Ordinary Soil(A) Manual Means |
AI Tender Summary
Tender Timeline
Aug 31, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 20, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 20, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender