Tender For Development Of Road From Bargatha To Hezamara Including Construction Of Reinforced Cement Concrete Double Cell Box Culvert (4.0 M X 4.0 M) During The Year 2026-2027 S.H/-R.C.C Double Cell Box Culvert, Brick Soling, Wbm-3, Carpeting,Etc Com
Tender Value
63.64 Lakhs
Estimated cost
Bid Submission
16 Oct 2026
2 days left
EMD
1.27 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
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Road From Bargatha To Hezamara Including Construction Of Reinforced Cement Concrete Double Cell Box Culvert (4.0 M X 4.0 M) During The Year 2026-2027 S.H/-R.C.C Double Cell Box Culvert, Brick Soling, Wbm-3, Carpeting,Etc Complete
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing reinforced cement concrete manually / by mechanical means including stacking of steel bars properly and disposal of unserviceable materialwith all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge. |
| 2 | Excavation for Structures b. With dewatering. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing,removal of stumps & other deleterious material anddisposal upto a lead of 50 m, dressing of sides & bottomand backfilling in trenches with excavated suitable material. In 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 15 (i)Nominal mix 1:2.5:5 |
| 5 | P.C.C grade M 10 i) Nominal Mix (1:3:6) |
| 6 | 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 |
| 7 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technicalspecification Clauses802,804,805,806,807,900,1202& 1204. (including centering, shuttering, staging etc. but excluding reinforcement) 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 substructure complete as per drawings & MoRD technical specificationClauses 1002, 1005, 1010 and 1202. |
| 9 | Backfilling behind abutment, wing wall & return wall complete 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 (including centering, shuttering, stagingetc.but excluding reinforcement). For Rcc M-25 1. For height upto 5 m |
| 11 | Supplying, fitting, &placingThermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in super structure complete as per drawing & MoRDtechnical specifications Clauses 1002, 1010 & 1202 |
| 12 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawings & MoRD technical specifications Clauses 800 & 1206.3 (including centering, shuttering, staging etc. and reinforcement). |
| 13 | Construction of R.C.C railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line & grade, tolerance of vertical railing post not to exceed 1 in 500,centre-to-centre spacing between vertical posts not to exceed 2000 mm including reinforcement as per drawing and MoRD technical specifications Clauses 800, 900 and1208.3 (including centering, shuttering, staging etc. and Reinforcement) |
| 14 | 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 firmcondition complete as per drawing and MoRD technical specification clause 1204.3.8. |
| 15 | 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. |
| 16 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing &MoRD technical specification Clauses 602, 603, 604, 1202and 1204. II. In 1:4 cement mortar |
| 17 | Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm insubstructure as per MoRD technical specification Clauses 613.4 & 1204 |
| 18 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and MoRD technical specification Clause 1303. Cement concrete blocks cast in situ grade M15 (size 400 mm x 400 mm x 150 mm) over cement concrete (with M10) bedding of 150 mm thick |
| 19 | Providing and fixing in position Drainage spouts complete as per drawing & MoRD technical specifications Clause 1209 |
| 20 | Construction of Embankment with Material Obtained fromBorrow 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 TechnicalSpecification Clause 301.5. |
| 21 | Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRD Technical Specification Clause 309 |
| 22 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling thesurface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRDTechnical Specification clause 1701. |
| 23 | Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mmbelow the subgrade level, watered, graded andcompacted in layers to meet requirement of Tables300.1 and 300.2 for subgrade construction as perMoRD Technical Specification Clause 303.5.2. |
| 24 | Flat Brick SolingProviding and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 25 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate 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.I) By Mechanical Means. |
| 26 | Tack coat using hot straight run bitumen of grade VG-30 onW.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 perspecifications: On W.B.M. @ 0.75 kg/ sqm. |
| 27 | 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 |
| 28 | 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 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 · 2 daysOct 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender