Tender For Improvement Of Road From Rabicharan Para To Chowkider Hour Para (Length 1.50Km) From Ch:0.50Km To Ch: 1.00Km Under Tulashikhar Rd Block During The Year 2026-27/Sh:- Gsb,Wbm-2 & Wbm3, Carpeting, Seal Coat, Retaining Wall, Cd And Protection
Tender Value
1.06 Crore
Estimated cost
Bid Submission
05 Sep 2026
10 days left
EMD
2.13 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
Khowai → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement Of Road From Rabicharan Para To Chowkider Hour Para (Length 1.50Km) From Ch:0.50Km To Ch: 1.00Km Under Tulashikhar Rd Block During The Year 2026-27/Sh:- Gsb,Wbm-2 & Wbm3, Carpeting, Seal Coat, Retaining Wall, Cd And Protection Work Etc.
BOQ
| Sl. No. | Item Description |
| 1 | Road Work |
| 2 | Clearing Grass and Removal of RubbishClearinggrassandremoval of rubbish upto adistanceof 30m outside the periphery of the area as per MoRDTechnical Specification Clause 201. |
| 3 | Removal of Telephone/ Electric Poles and LinesRemoval of telephone/ electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRD Technical Specification Clause 202. |
| 4 | Scarifying Existing Bituminous Surface to a depth of 150 mm by Mechanical MeansScarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per MoRD Technical Specification Clause 301.4. |
| 5 | 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. |
| 6 | Construction of Subgrade and Earthen ShouldersConstruction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 as per MoRD Technical Specification Clauses of section 303.1 |
| 7 | Road side Pucca DrainsConstruction 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) B. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm) I.In Ordinary Soil |
| 8 | Surface DrainsConstruction of unlined surface drains of average crosssectional 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 SoilA) Manual Means |
| 9 | Granular Sub-base with Well Graded Material (using jhama brick aggregate) (Table 400.1) (A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material (Jhama Brick Aggregate, as per Table:- 400.1, Grading-I), spreading in uniform layers with tractor with attachments or motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401. (i) For Grading- I Material (Jhama brick aggregate) |
| 10 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate1)WBM Grading - 2Providing, 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- 2 as per MoRD Technical Specification Clause 405.(A) By Manual Means. |
| 11 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate2) 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 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 |
| 12 | Prime Coati) Low porosity Providing and applying primer 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 Clause 502. |
| 13 | Tack Coati) Providing and applying tack coat with bitumen emulsion (RS -1) using emulsion pressure distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with hydraulic broom as per MoRD Technical Specification Clause 503 |
| 14 | 25mmthick Open-Graded Premix Carpetusing Bituminous (Viscosity grade/ modified bitumen) BinderProviding, 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 ofeither Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508Case - I By Manual MeansBitumen of VG-30 |
| 15 | 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 510.Case-IV Type - D(premix with find sand)i)Bitumen of VG-30A) By Manual Means |
| 16 | Traffic Signs (using jhama brick aggregate in CC/ PCC)A) Retro-reflectorised Traffic Signs1) 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) with600 mm equilateral triangle aluminium sheeting |
| 17 | Traffic Signs (using jhama brick aggregate in CC/ PCC)A) Retro-reflectorised Traffic Signs1) 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.(iii ) with 600 mm circular aluminium sheeting |
| 18 | Traffic Signs (using jhama brick aggregate in CC/ PCC)A) Retro-reflectorised Traffic Signs1) 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.(vi ) with 600 x 600 mm square aluminium sheeting |
| 19 | Direction and Place Identification signs upto 0.9 sqm size board (using jhama brick aggregate in CC / PCC)Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67 made 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 a mild steel single 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 bellow ground level as per approved drawings and MoRD Technical Specification Clause |
| 20 | Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803. |
| 21 | Excavation for StructuresA. Without dewatering.Earthwork in excavation for structures as per drawing 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 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I. Ordinary Soil(i) Upto 3 m depth |
| 22 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.i. Sand filling |
| 23 | Providing concrete for Plain/Reinforced Concrete in open Foundation complete as per drawings and MoRD technical specifications clauses 802, 803, 900, 1202 and 1203.(including centering & shuttering, staging etc. but excluding reinforcement.)A. PCC M-15 Grade(i) Nominal mix (1:2.5:5) |
| 24 | Plain/Reinforced cement concrete in sub-structure complete including formwork as per drawing and MoRD Technical Specification clauses 802, 804, 805,806, 807, 900, 1202 & 1204 (including centering & shuttering, staging etc. but excluding reinforcement.). vi. RCC M 20 i ) Upto 5 m height |
| 25 | Supplying, Fitting and Placing Thermo-Mechanically treted bar / Cold twisted deformed steel bar Reinforcement in Substructure complete as per Drawing and MoRD Technical Specification Clauses 1002, 1005, 1010 & 1203 |
| 26 | Providing weep holes in Brick masonry/Stone masonry,Plain/ Reinforced concrete butment, 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 structure with slope of 1V :20H towards drawing face complete as per drawing and MoRD Technical Specifications clauses 614, 709, 1204.3.7 |
| 27 | Providing and 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 and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 |
| 28 | Providing and laying Reinforced cement concrete in superstructure as per drawings and MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5.(including centering, shuttering, staging etc but excluding reinforcement.)(ii) RCC Grade M 25 1) - Upto 5 m height |
| 29 | Supplying, fitting, and placing Thermo-Mechanically treated bar/ Colt twisted deformed steel bar reinforcement in superstructure complete as per drawings & MoRD technical specification Clauses 1002, 1010, 1202 |
| 30 | Providing and fixing in position Drainage spouts complete as per drawing & MoRDE technical specifications Clause 1209. |
| 31 | Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with TMT reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DOIII dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified as per MoRT&H Technical Specification Clause 811 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysSep 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 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