Tender For Development Of Road From Killa To Dakbari (T-I) From Ch 0.00 To 4.00 Km (L=4.00Km) Under Killa Block./S.H: Wbm In Patches, Grouting,Re-Carpeting, Seal Coat And Allied Works Etc.
Tender Value
1.43 Crore
Estimated cost
Bid Submission
17 Oct 2026
3 days left
EMD
2.86 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
Gomati → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Road From Killa To Dakbari (T-I) From Ch 0.00 To 4.00 Km (L=4.00Km) Under Killa Block./S.H: Wbm In Patches, Grouting,Re-Carpeting, Seal Coat And Allied Works Etc.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth 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 of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification clause 201.a) By manual Means |
| 2 | Construction of Embankment with Material Obtained from Borrow PitsConstruction 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. |
| 3 | Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m : Excavation 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 locations with all lifts and lead upto 1000m as per MoRD Technical Specification Clause 302.3 |
| 4 | 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 nm as per MoRD technical specification Clause 1903. |
| 5 | 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 as per MoRD technical specification Clause 1903. |
| 6 | Surface Drains in soil: Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary soil to specify lines , grades, levels and dimensions. Excavated materials to be used in embankment with a lift of 3 m and lead upto 50 m (average lead 25 m) as per MoRD technical specification 307. (A) BY Manual Means |
| 7 | Road side Pucca Drain. Construction of road side pucca drain with M 10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels & dimentions as per approved design and MoRD technical specificition Clauses 307,1606. Excaveted materials to be used in embankment at site. C. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm. I. In Ordinary Soil |
| 8 | Water Bound Macadam Sub-Base/ Base using Jhama Brick Aggregate 1). WBM Grading- 3 : (i) Providing, laying, spreading and compacting 53 mm to 0.075 mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand picking rolling with three wheel roller 80-100 KN in stage to proper grade and camber, applying and brooming and 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 |
| 9 | 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. |
| 10 | Prime Coat: (i) Low Porisity Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and applying primer at the rate of 0.70 - 1.00kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. |
| 11 | Tack Coat: (ii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributer at the rate of 0.25 to 0.30kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per MoRD Technical Specification Clause 503. |
| 12 | 25 mm thick Open-Graded Premix Carpet using Bituminous(Viscosity grade/ modified bitumen) Binder.Providing, laying and rolling of open-graded premix carpetof 25 mm thickness composed of 13.2 mm to 5.6 mmaggregates either using Viscosity grade bitumen oremulsion to required line, grade and level to serve aswearing course on a previously prepared base, includingmixing in a suitable plant, laying and rolling with a threewheel 80 - 100 kN static roller capacity, finished torequired level and grades to be followed by seal coat ofeither Type A or Type B or Type C or Type D as per MoRDTechnical Specification Clause 508. Case-II : By Mechanical Means.ii) Bitumen (60/70 Grade) VG-30 |
| 13 | Seal CoatProviding & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using Type A or Type B or Type C or Type D as per MoRD technical specification clauses 510. By Mechanical Means. Case-IIl Type C :ii) Bitumen (60/70 Grade) VG-30 |
| 14 | Excavation for Structure (A) Without dewatering Earthwork in excavation for structure as per drawing and MoRD technical specifical Clause 305.1 including setting out,construction of shoring,shuttering & braching,removal of stumps and other deleterious materials and disposal upto a lead of 50m,dressing of sides & bottom and backfilling in trenches with excavated suitable material. I. ordinary Soil (i) Upto 3m depth |
| 15 | Filling in foundation trenches as per drawing & MORD Technical Specification Clause 305,3.9,1200. I. Sand filling |
| 16 | Providing concrete for Plain concrete ( using Jhama brick aggregate) in open foundations complete including form work as per drawings & MORD Technical Specifications clauses 802,803,900,1202 and 1203(including centering and shuttering staging etc. but excluding reinforcement) I. P.C.C. grade M10(using Jhama Brick aggregate) (i) Nominal mix 1:3:6 |
| 17 | Providing concrete for plain/reinforced concrete 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).R.C.C grade M-25 |
| 18 | Providing concrete for plain/reinforced concrete 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).II.P.C.C grade M 15. (i)Nominal mix (1:2.5:5) |
| 19 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202. |
| 20 | 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)VI. R.C.C grade M-25 i. upto 5 m height |
| 21 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. |
| 22 | Providing weepwholes in brick masonary/Stone masonary plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe or PVC pipe ( 110mm OD of 6.0 kg/sqcm pressure ) extendind 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, 1204.37 |
| 23 | Providing & laying filter media with Jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the Soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing & MoRD technical specification clause 1204.3.8 |
| 24 | Construction of Toe Walls for protection of slopes as per Drawing and MoRD technical specification Clauses 1302.5 (including centering, shuttering, staging etc. but excluding reinforcement). I. Cement concrete grade M10 (using jhama brick aggregates) in case of concrete block pitching. i) Nominal Mixing 1:3:6 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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