Tender For Development Of Road From:- (I) T.A Road (Near Block Office ) To Bailey Bridge Via Pump House(L-1.00 Km), (Ii) T.K. Road To T.K. Road Via Sishubihar(L-1.00 Km), For The Year 2026-2027/ Sh: Construction Of Pucca Drain, Reinforced Cement Conc
Tender Value
1.28 Crore
Estimated cost
Bid Submission
06 Nov 2026
7 days left
EMD
2.57 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 Development Of Road From:- (I) T.A Road (Near Block Office ) To Bailey Bridge Via Pump House(L-1.00 Km), (Ii) T.K. Road To T.K. Road Via Sishubihar(L-1.00 Km), For The Year 2026-2027/ Sh: Construction Of Pucca Drain, Reinforced Cement Concrete Drain, Cd, Retaining Wall, Patch Metaling,Recarpeting Etc.
BOQ
| Sl. No. | Item Description |
| 1 | SH: EARTHWORK |
| 2 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual MeansScarifying Existing Granular Surface by manual means to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000m as per MoRD Technical Specification Clause 301.4. |
| 3 | 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. |
| 4 | Excavation in Cutting in soil by manual means with lead upto 50 mExcavation in Roadway cutting in soil by using manual means for carrying of cut earth to embankment site with all lifts and lead upto 50 m as per MoRD Technical Specification Clause 302.3. |
| 5 | SH: PROTECTION WORK |
| 6 | Excavation for StructuresWithout 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.Ordinary SoilUpto 3 m depth |
| 7 | Filling in Foundation trenches as per drawing & MoRD technical specification clause 305.3.9,1200.Sand Filling |
| 8 | 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. (including centering, shuttering, staging etc. but excluding reinforcement)P.C.C grade M 10 ( Using Jhama Brick Aggregate )Nominal mix 1 : 3 : 6 |
| 9 | Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203.II. Brick masonry in 1:4 cement mortar |
| 10 | 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. |
| 11 | SH: DRAINAGE WORK |
| 12 | Excavation for StructuresWithout 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.Ordinary SoilUpto 3 m depth |
| 13 | Filling in Foundation trenches as per drawing & MoRD technical specification clause 305.3.9,1200.Sand Filling |
| 14 | 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. (including centering, shuttering, staging etc. but excluding reinforcement)P.C.C grade M 10 ( Using Jhama Brick Aggregate )Nominal mix 1 : 3 : 6 |
| 15 | Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203.II. Brick masonry in 1:4 cement mortar |
| 16 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)R.C.C grade M-25 upto 5 m height |
| 17 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. |
| 18 | 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. |
| 19 | SH: GRANULAR SUB - BASES, ( Non -Bituminous ) AND SHOULDERS. |
| 20 | Excavation for StructuresWithout 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.Ordinary SoilUpto 3 m depth |
| 21 | Filling in Foundation trenches as per drawing & MoRD technical specification clause 305.3.9,1200.Sand Filling |
| 22 | 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. (including centering, shuttering, staging etc. but excluding reinforcement)P.C.C grade M 10 ( Using Jhama Brick Aggregate )Nominal mix 1 : 3 : 6 |
| 23 | Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203.II. Brick masonry in 1:4 cement mortar |
| 24 | 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. |
| 25 | 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 footpath, 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. |
| 26 | Water Bound Macadam Sub-Base / Base using Jhama Brick AggragateWBM 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 405By Manual Means |
| 27 | SH: BASES AND SURFACE COURSES ( Bituminous ) |
| 28 | Tack coat using hot straight run bitumen of grade VG-30 on W.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 per specifications: On W.B.M . @ 0.75 kg/ sqm. |
| 29 | 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) BinderProviding, 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 MeansBitumen of VG-30 |
| 30 | 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.A By Manual MeansCase - IV : Type D (premix with fine sand)(I) Bitumen of VG-30 |
| 31 | SH: Traffic Signs, Markings & Other Road Appurtenances |
| 32 | Traffic Signs (using jhama brick aggregate in CC/ PCC)A. Retro-reflectorised Traffic Signs(1) 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 brickaggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 801.(i) with 900 mm equilateral triangle aluminium sheeting (Road - i) |
| 33 | (iii) with 600 mm circular aluminium sheeting (Road - i) |
| 34 | (iv) with 800 x 600 mm rectangular aluminium sheeting (Road - i) |
| 35 | (i) with 900 mm equilateral triangle aluminium sheeting (Road - ii) |
| 36 | (iii) with 600 mm circular aluminium sheeting (Road - ii) |
| 37 | (iv) with 800 x 600 mm rectangular aluminium sheeting (Road - ii) |
| 38 | Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous SurfaceProviding 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 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysNov 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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