Tender For Development Of Road From Andhercherra Nec Road To Andhercherra Pmgsy Road Via East Andhercherra Panchayet Office (L= 0.750 Km) During The Financial Year 2026-27 Under The Scheme For Special Assistance To States For Capital Investment /Sh:-
Tender Value
21.98 Lakhs
Estimated cost
Bid Submission
07 Sep 2026
5 days left
EMD
43972
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 Andhercherra Nec Road To Andhercherra Pmgsy Road Via East Andhercherra Panchayet Office (L= 0.750 Km) During The Financial Year 2026-27 Under The Scheme For Special Assistance To States For Capital Investment /Sh:- Surface Drain,Patch Metalling, Carpeting, Seal Coat And Protection Works From Ch. 0.00 Km To Ch. 0.750 Km
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees ofgirth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned,upto a lead of 1000 m including removal and disposal oftop organic soil not exceeding 150 mm in thickness as perMoRD Technical Specification clause 201. By Manual Means (A) In area of non-thorny jungle |
| 2 | WBM Grading 3Providing, laying, spreading and compacting stone 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.A) By manual means |
| 3 | 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 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 Manual Means (I) Bitumen of VG-30 |
| 4 | Tack CoatProviding and applying tack coat using hot stright run bitumen of grade (VG- 30) in/c heating the bitum en, spraying the bitumen cleaning and preparing the existing road surface as per specification on W.B.M. @ 0.75 kg/sqm. |
| 5 | Tack CoatProviding and applying tack coat using hot stright run bitumen of grade (VG- 30) in/c heating the bitum en, spraying the bitumen cleaning and preparing the existing road surface as per specification on Bituminous surface @ 0.50 kg/sqm. |
| 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 510A) By Manual MeansCase - IV : Type D (premix with fine sandi) Bitumen (60/70 grade)VG-30 |
| 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 | 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 MoRD Technical Specification Clause 307. (i) Surface Drains in Ordinary Soil (A) Manual Means |
| 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) C. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm) (I) In Ordinary Soil Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 02, 2026
11:30 IST
Tender Published
Tender notice published.
TodaySep 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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