Tender For Development Of Road From Mohanpur-Chachubazar Road To Bikr Ara (Length-1.2 Km) Under During The Year 2026 - 27/ Sh: Jungle Clearence,Gsb,Wbm-Ii,Wbm-3, Carpeting,Retaining Wall,Cd,R.C.C Drain,Road Marking Etc Complete From Ch 0.00 Km To 1.2
Tender Value
1.43 Crore
Estimated cost
Bid Submission
16 Oct 2026
5 days left
EMD
2.87 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
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Road From Mohanpur-Chachubazar Road To Bikr Ara (Length-1.2 Km) Under During The Year 2026 - 27/ Sh: Jungle Clearence,Gsb,Wbm-Ii,Wbm-3, Carpeting,Retaining Wall,Cd,R.C.C Drain,Road Marking Etc Complete From Ch 0.00 Km To 1.20 Km
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. By Manual Means |
| 2 | Excavation for Structures A. Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including settingout,construction of shoring &bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m,dressing of sides & bottom and back filling in trenches with excavated suitable material. Ordinary Soil (i) Upto 3 m depth |
| 3 | Filling in foundation trenches as per drawing & MoRDtechnical specification Clause 305.3.9, 1200. I) Sand filling |
| 4 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (includingcentering, shuttering, staging etc. but excluding reinforcement P.C.C grade M 10 ii)Nominal mix 1:3:6 (Hand mixing) |
| 5 | P.C.C grade M 15 (i)Nominal mix 1:2.5:5 |
| 6 | Plain/reinforced cement concrete in substructure completeincluding formwork as per drawings & MoRD technicalspecification Clauses 802, 804, 805, 806, 807, 900, 1202 &1204. (including centering, shuttering, staging etc. butexcluding reinforcement) R.C.C grade M-20 (1:2:4) (Nominal mix) i) upto 5 m height |
| 7 | R.C.C grade M-25 i) upto 5 m height |
| 8 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructurecomplete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. |
| 9 | Backfilling behind abutment, wing wall & return wallcomplete as per drawings & MoRD technical specificationClause 1204.3.8.I) Sandy material |
| 10 | Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (includingcentering, shuttering, stagingetc.butexcluding reinforcement). (I) R.C.C grade M 20 (i) For nominal mix 1:2:4 |
| 11 | (I) R.C.C grade M 25 1) For height upto 5 m |
| 12 | Supplying, fitting, &placingThermo-Mechanically treatedbar/ Cold twisted deformed steel bar reinforcement in super structure complete as perdrawing&MoRDtechnical specifications Clauses 1002, 1010 & 1202 |
| 13 | 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 thewall & providing over the entire surface behind abutment,wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. |
| 14 | Providing weep holes in brick masonry/ stone masonry,plain/ reinforced concrete abutment, wing wall, return wallwith 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of thestructures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specificationclauses 614, 709, 1204.3.7. |
| 15 | Granular Sub-base with Well Graded Material (Table 400.1)using Jhama Brick Aggregate A) By Mix in Place Method Construction of granular sub-base by providing wellgraded material (Jhama Brick Aggregate, Grading-I,as per Table 400.1, spreading in uniform layers with Tractor with attachments on prepared surface,mixing by mix in place method with rotavator atOMC, applying and brooming sand to fill up theinterstices of coarse aggregate, watering andcompacting with smooth wheel roller to achieve the desired density, complete as per MoRD TechnicalSpecification Clause 401. |
| 16 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate 2) WBM Grading 2 Providing, laying, spreading and compacting jhamabrick 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 TechnicalSpecification Clause 405. A) By Mechanical Means |
| 17 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate WBM Grading 3Providing, 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 instages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to therequired density Grading- 3 as per MoRD Technical Specification Clause 405I) By Mechanical Means. |
| 18 | Tack coat using hot straight run bitumen of grade VG-30 onW.B.M. Providing and applying tack coat using hot straight run bitumen ofgrade VG-30, including heating the bitumen, spraying thebitumen, cleaning and preparing the existing road surface as perspecifications: On W.B.M. @ 0.75 kg/ sqm. |
| 19 | Tack coat using hot straight run bitumen of grade VG-30 onbituminous surface Providing and applying tack coat using hot straight run bitumen ofgrade VG-30, including heating the bitumen, spraying thebitumen, cleaning and preparing the existing road surface as perspecifications: On bituminous surface @ 0.50 Kg/ Sqm. |
| 20 | 25 mm thick Open-Graded Premix Carpet using Bituminous (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 MoRD Technical Specification Clause 508. Case - II By Mechanical Means (I) Bitumen of VG-30 |
| 21 | 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. Manual Means Case-IV: Type D (Premix with fine sand) (I) Bitumen of VG-30 |
| 22 | Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous /concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and MoRD Technical Specification Clause 1702. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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