Tender For Development Of Roads From I)Bankul-Bagmara Road To Prasanna Chowdhury Para (L-3.90 Km) From Ch.0.00 Km To Ch.1.50 Km And Ii) West Sabroom To Ludhua Bazar (L-2.30 Km) From Ch.0.00 Km To Ch.2.30 Km During The Year 2026-27/ Sh:- Patch Metalli
Tender Value
1.39 Crore
Estimated cost
Bid Submission
20 Aug 2026
6 days left
EMD
2.79 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 Roads From I)Bankul-Bagmara Road To Prasanna Chowdhury Para (L-3.90 Km) From Ch.0.00 Km To Ch.1.50 Km And Ii) West Sabroom To Ludhua Bazar (L-2.30 Km) From Ch.0.00 Km To Ch.2.30 Km During The Year 2026-27/ Sh:- Patch Metalling, Re-Carpeling, Re-Carpeting, Sand Seal Coat, Pucca Drain, Reinforced Cement Concrete Retaining Wall And Other Allied Works Etc.
BOQ
| Sl. No. | Item Description |
| 1 | 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 MoRD technical specification Clause 1903. |
| 2 | Construction of embankment with material obtained from borrowpit.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 Technical Specification Clause 301.5. |
| 3 | Construction of Subgrade and Earthen Shoulders.Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRD Technical Specification Clause 303.1. |
| 4 | Excavation for StructuresA) Without dewatering.Earthwork in excavation for structures as pe rdrawing and MoRD technical specifications Clause 305.1 including setting out, 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.I. Ordinary Soil(i) Upto 3.00 mtr depth |
| 5 | Filling in foundation trenches as per drawing & MORD Technical Specification Clause 305,3.9,1200. I. Sand filling |
| 6 | 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 |
| 7 | Plain/reinforced cement concrete in open foundation complete including formwork as per drawings & MoRD technical specification Clauses 802, 803, 900, 1202, 1203. (including centering, shuttering, staging etc. but excluding reinforcement)VI. R.C.C grade M-25 |
| 8 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in open foundation complete as per drawings & MoRD technical specification Clauses 1000, 1202. |
| 9 | Plain/ reinforcement cement concrete in substructure complete including formwork as per drawing & MoRD technical specifications Clauses 802,804, 805,806,807, 900,1202 & 1204. (including centring, shuttering, staging etc. but excluding reinforcement). VI. RCC grade M 25 i) upto 5 m height |
| 10 | Supplying fitting & placing Thermo Mechanically Treated bar/Cold Twisted deformed bar reinforcement in Substructure complete as per drawings & MoRD technical specifica-tion Clauses 1000 & 1202. |
| 11 | 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 and MoRD technical specification clause 1204.3.8. |
| 12 | Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending 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, 1204.3.7. |
| 13 | Manufacturing & supplying of machine made 4 mm G.I. wire crates chain link type size of cage 1500 mm. X 600 mm. X 450 mm. having square mesh of 80mm. X 80mm. including carrying to the work site as per direction of the Engineer-in charge (Weight of each cage shall not be less than 7.80 kg) |
| 14 | Supplying and stacking mixed class brick bats (50% first class & 50% un-class) including carriage loading & unloading at the site of work complete as per direction of the Engineer-in-charge |
| 15 | Labour charge for filling/packing of mixed class brick bats in S.W.G PVC wire crates of size of 1500 mm. X 600 mm. X 450 mm. fastening with SWG GI wire and placing in river bed/slope properly as per direction of the Engg-in-Charge. |
| 16 | Surface drainConstruction 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 |
| 17 | Road side Pucca drains.Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate ) to specified lines, grades, level and dimension as per approved design MORD Technical Specification Clause 307, 1606. Excavated materials to be used in embankment at site ( including crntering, shuttering,etc. but excluding reinforcement) . D) U shaped drain ( top clear width 600mm, bottom clear width 60mm and clear depth of 600mm. In Ordinary Soil |
| 18 | WBM Grading 3 :Providing, laying, spreading and compacting 63 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 2 as per MoRD Technical Specification Clause 405. (A) By manual means |
| 19 | Prime Coat(i) Low porosity Providing and applying prime coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Caluses 502. |
| 20 | 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 |
| 21 | Tack coat using hot straight run bitumen of grade VG-30 on bituminous 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. |
| 22 | 20mm 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 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 - I By Manual Means(I) Bitumen of VG-30 |
| 23 | Seal CoatProviding & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using type A or B type C or D as per MoRD technical specification clauses 510.1) By Manual Means.Case-iv : Type D ( Premix with fine sand )I) Bitumen of VG-30 |
| 24 | Traffic Signs (using jhama brick aggregate in CC/ PCC). Retro-reflectorised Traffic Signs. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 801.ii)with 600 mm equilateral triangle aluminium sheeting |
| 25 | Traffic sign( Using Jhama Brick Agreegate in CC/PCC)A) Retro-reflectorised Traffic SignsProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Technical Specification Clause 801.iii)with 600 mm circular aluminium sheeting |
| 26 | Direction and Place Identification signs upto 0.9 sqm size board (using jhama brick aggregate in CC / PCC). A. Retro-Reflective Traffic Signs. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 2 mm thick with area not exeeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm bellow ground level as per approved drawings and MoRD Technical Specification Clause1701. |
| 27 | Construction of RCC guide posts of 250mm dia and total 600mm long, (300mm below GL) M15 grade (with jhama brick aggregate) cast in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical size posts not oto exceed 1 in 500 as per drawing and MoRD Technical specification clause 1401.6 A) In ordinary soil |
| 28 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work. Painting lines, dashes, arrows, etc. on roads in two coats on 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
Aug 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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