Tender For Development Of Gonda Twisa Bankarghat Road (L-1.20 Km) And Gonda Twisa Fishery Road (L-1.00 Km) Under Gonda Twisa Sub-Division, Pwd(R&B) During The Year 2026-27/Sh- Grouting, Bituminous Concrete, Paver Block, Surface Drain, Road Marking An
Tender Value
87.96 Lakhs
Estimated cost
Bid Submission
27 Aug 2026
1 days left
EMD
1.75 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
Dhalai → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Gonda Twisa Bankarghat Road (L-1.20 Km) And Gonda Twisa Fishery Road (L-1.00 Km) Under Gonda Twisa Sub-Division, Pwd(R&B) During The Year 2026-27/Sh- Grouting, Bituminous Concrete, Paver Block, Surface Drain, Road Marking And Road Reflector Etc.
BOQ
| Sl. No. | Item Description |
| 1 | SUB-HEAD : EARTHWORK, EROSION CONTROL AND DRAINAGE |
| 2 | Surface DrainsConstruction 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 SoilA) Manual Means |
| 3 | SUB-HEAD : FOUNDATION |
| 4 | Excavation for Structures A. Without dewateringEarthwork in excavation for structures as per drawing andMoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal ofstumps & 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 |
| 5 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.I. Sand filling |
| 6 | 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).I. P.C.C grade M 10 (ii) Nominal mix 1:3.6 (Hand mix) |
| 7 | SUB-HEAD : SUB-STRUCTURE |
| 8 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses602, 603, 604, 1202 and 1204. II. In 1:4 cement mortar |
| 9 | 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 in substructure as per MoRD technical specification Clauses 613.4 & 1204. |
| 10 | SUB-HEAD : MAINTENANCE OF ROADS |
| 11 | 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 3003 |
| 12 | SUB-HEAD : MISCELLANEOUS ITEMS FOR ROADS |
| 13 | 80 mm thick factory made c.c. interlocking paver block of M-35 GradeProviding and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in foot path, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/direction of the Engineer -in-Charge:(a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern |
| 14 | Patch repairing/ Maintenance of bituminous surface road using Jhama brick aggregate & Viscocity Graded bitumen (VG-30)Repairing pot-holes and making up small depressions with ramming or power rolling after removal/ disposal of disintegrated materials within a lead of 50 m, cutting pot holes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any other appropriate method including screening, cleaning of aggregates; and filling up with with jhama chips using bitumen of VG-30 @ 54 kg per m3 of loose volume of jhama brick chips, after applying tack coat of bitumen on sides and bottom @ 0.75 kg/ sqm and finishing the top of repaired surface levelled with adjoining area in proper grade and camber including spreading of sand @ 0.006 cum/ sqm of prepared road surface as per direction of the Engineer-in-Charge and all as per MoRD technical specification Clauses 1900, 502, 503 and 504. |
| 15 | Tack CoatTack 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. |
| 16 | SUB-HEAD : GRANULR SUB-BASES, BASES (NON-BITUMINOUS) AND SHOULDERS |
| 17 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate1) 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 |
| 18 | SUB-HEAD : BASES AND SURFACE COURSES (BITUMINOUS) |
| 19 | Prime Coat(i ) 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. |
| 20 | Tack Coati) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503. |
| 21 | Bituminous ConcreteProviding and laying Bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 509 complete in all respects.A. Grading II. With Viscocity Graded Bitumen of VG-30. |
| 22 | SUB-HEAD : TRAFFIC SIGN, MARKINGS & OTHER ROAD APPURTENANCES |
| 23 | Road marking strips(retro-reflective) of specified shade/colour using Hot applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface.Providing and applying 2.50 mm 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 in/c cost of cleaning the road surface of all dirts, 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. |
| 24 | 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. |
| 25 | with 600 mm equilateral triangle aluminium sheeting |
| 26 | with 600 mm circular aluminium sheeting |
| 27 | Road Markers/Road Stud with Lense ReflectorProviding and fixing of road stud 100 x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayAug 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
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