Tender For Development Of Road From Nh-08 Near Panthanivas To Chitagangbasti In/C. Allied Road At Ratiabari (T/Length - 1500.00 Mtr) Under Scheme For Special Assistance To States For Capital Investment For 2026-27/Sh: Patch Gsb , Patch Wbm And Carpet
Tender Value
23.75 Lakhs
Estimated cost
Bid Submission
07 Sep 2026
5 days left
EMD
47508
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Unakoti → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Road From Nh-08 Near Panthanivas To Chitagangbasti In/C. Allied Road At Ratiabari (T/Length - 1500.00 Mtr) Under Scheme For Special Assistance To States For Capital Investment For 2026-27/Sh: Patch Gsb , Patch Wbm And Carpeting Etc. From Ch.0.00 Mtr To 750.00 Mtr.
BOQ
| Sl. No. | Item Description |
| 1 | 20 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 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 |
| 2 | 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 MeansCase - IV : Type D (premix with fine sand)(i) Bitumen of VG-30 |
| 3 | Granular Sub-Base with well graded material(Table 400.1)(A) By mix in place methodConstruction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.(I) For Grading I material |
| 4 | WBM Grading-3Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadam specification including spreading in uniform thickness, hand packing, rolling withsmooth 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 Technical Specification Clause 405.A) By Manual Means. |
| 5 | 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. |
| 6 | 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. |
| 7 | 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. |
| 8 | 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)I. Cement concrete grade M 10 in case of concrete block pitchingii) Nominal mix 1:3:6 |
| 9 | 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. |
| 10 | Providing and placing polythene (of minimum wall thickness of 500 micron) bags filled with 1:8 cement mortar (1 cement : 8 fine sand of minimum quantity of 0.0204 cum i.e, 60% of polythene cement bag) and properly manually stiched to avoid any leakage of cement mortar as per direction of the Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysSep 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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