Tender For Development Of Road From (I) Nalchar Road To Mangalpada Para Road (Ch- 0.00 Km To 1.923 Km, L- 1.923Km) (Ii) Mohanbhog Block Road To Anandapur Road (Ch- 0.00 Km To 0.600 Km, L- 0.600 Km) ( Total Length- 2.523) Within Mohanbhog Rd Block Dur
Tender Value
70.79 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
5 days left
EMD
1.41 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
Sepahijala → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Road From (I) Nalchar Road To Mangalpada Para Road (Ch- 0.00 Km To 1.923 Km, L- 1.923Km) (Ii) Mohanbhog Block Road To Anandapur Road (Ch- 0.00 Km To 0.600 Km, L- 0.600 Km) ( Total Length- 2.523) Within Mohanbhog Rd Block During F.Y 2026-27 /Sh: Patch Wbm-Ii & Iii, Grouting, Re-Carpeting And Other Allied Works.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing Grass and Removal of Rubbish. Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRD Technical Specification Clause 201. |
| 2 | WBM Grading - 2. 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- 2 as per MoRD Technical Specification Clause 405. (A) By Manual Means |
| 3 | WBM Grading 3:- Water Bound Macadam Sub-Base/ Base using jhama Brick Aggregate 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. By Manual Means |
| 4 | Patch repairing/maintenance of bituminous surface road using jhama brick aggregate &Viscocity Graded bitumaen (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 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. |
| 5 | Tack coat using hot straight run bitumen of grade VG-30 on WBM:- 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 WBM@ 0.75 Kg/Sqm |
| 6 | Tack coat using hot straight run bitumen of grade VG-30 onbituminous 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. |
| 7 | 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder. Providing, 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 -II: By Manual Means. (I) Bitumen of VG-30 |
| 8 | Seal 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. A. By Manual Means. Case - IV : Type D (premix with fine sand). (I) Bitumen of VG-30 |
| 9 | Road Side Pucca Drains:Construction 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). B. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm).I. In Ordinary Soil |
| 10 | Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5. Driven at least 900 mm below ground and 1200 mm above ground on average |
| 11 | Maintenance of Earhen 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. |
| 12 | Construction of Embankment with Material Obtained from Borrow pits. Construction of embankment with approved material obtained from Borrowpits with alift upto 1.5m, transporting to site,Spreading,grading to required slopes and Compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per MoRD Technical specification Clause 301.5 |
| 13 | A. Exacavation in Soil using Hydraulic excavator and Tippers with disposal upto 1000m.Excavattion 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 1000m as per MoRD Technical specification Clause 302.3 |
| 14 | Providing and placing gunny/Polythene (of Minimum wall thickness of 500 micron) bags filled with sand (Of Minimum qty of 0.034 cum) and Properly manually stiched to avoid any leakage of sand as per specification. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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