Tender For Strengthening Of Road Strengthening Of Jarulmura Road Including Protection Work. (L=2.50Km)During The Year 2026-27/Sh: Patch Wbm, Grouting, Re-Carpeting , Seal Coating, Protection Work And Road Side Pucca Drain Etc.
Tender Value
1.23 Crore
Estimated cost
Bid Submission
31 Aug 2026
5 days left
EMD
2.47 Lakhs
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tripura → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Strengthening Of Road Strengthening Of Jarulmura Road Including Protection Work. (L=2.50Km)During The Year 2026-27/Sh: Patch Wbm, Grouting, Re-Carpeting , Seal Coating, Protection Work And Road Side Pucca Drain Etc.
BOQ
| Sl. No. | Item Description |
| 1 | Maintenance of bituminous surface road.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. |
| 2 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 3' as per MoRD Technica Specification Clause 405.A) By Manual Means |
| 3 | 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. |
| 4 | 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. |
| 5 | 25mmthickOpen-GradedPremixCarpetusingBituminous (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 MoRDTechnical Specification Clause 508. Case - II By Mechanical Means (I) Bitumen of VG-30 |
| 6 | 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 - II : Type B(I) Bitumen of VG-30 |
| 7 | Surface DrainsConstruction 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 SpecificationClause 307.(i) Surface Drains in Ordinary Soil (A) Manual Means |
| 8 | 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. |
| 9 | 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 up to a lead of 50m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. l. Ordinary soil (i) Up to 3 m depth |
| 10 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. (i)Sand filling |
| 11 | Providing concrete for plain/reinforced concrete in open foundationscomplete includingformworkasperdrawings &MoRD technical specifications Clauses 802, 803, 900, 1202and1203. (including centering, shuttering, staging etc. but excluding reinforcement). P.C.C grade M10 (i)Normal mix 1:3:6 |
| 12 | Providing concrete for plain /reinforced concrete in open foundations complete including formwork as per drawing &MorD technical specification Clauses 802, 803, 900, 1202 and 1203. (Including centering, shuttering, staging etc. but excluding reinforcement). (ii)R.C.C. grade M 25 |
| 13 | Supplying, fitting & placing Thermo-Mechanically treated bar/ cold twisted deformed steel bar reinforcement in foundation complete as per drawing & MoRD technical specifications clauses 1000 & 1202 |
| 14 | Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement) II.Cement concrete grade M 10 in case of concrete block pitching(i)Nominal mix 1:3:6 |
| 15 | Providing of third class local wood piles dressed to heart wood and making shoes with end tappered upto 750 mm from the bottom of the pile, marking of length with chisel in metre and part of a metre run from the bottom of the piles, applying coal tar after verification and approval of the piles and stacking at the work site as per Specification.iii)200 mm dia to 250 mm dia piles |
| 16 | Handling and driving of 3rd class local wood piles with 1/2 ton monkey upto refusal as per Specification. Iii)200 mm dia to 250 mm dia piles |
| 17 | Providing and fitting fixing of deckings, trackways,battens andplanks for abutments&wing walls including hoisting and placing in position with necessary nails and spikes as per design and drawings, including applying coal tar of minimum two coats on all sides of new wood work complete as per the Specification. C. Soft wood |
| 18 | Providing and fixing bitumen or tar drum guard posts including two coats of white synthetic enamel paint over a primer coat in the exposed outside surface above Ground level and applying two coats of coal tar on the outside surface below ground level including bottom before placing the same for a depth of 450 mm below ground level filled with earth as per specification. |
| 19 | Construction 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 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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