Tender For Providing And Laying Of Paver Block Including Gsb And Wmm Work At Barjala Road And Vip Road And Construction Of Cycle Track Including Dbm And Bc Works At Vip Road Under Sasci Scheme Including Defects Liability Period Of 18 (Eighteen) Month
Tender Value
2.69 Crore
Estimated cost
Bid Submission
30 Oct 2026
12 days left
EMD
5.39 Lakhs
Bank guarantee accepted
Document Fee
8000
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 Providing And Laying Of Paver Block Including Gsb And Wmm Work At Barjala Road And Vip Road And Construction Of Cycle Track Including Dbm And Bc Works At Vip Road Under Sasci Scheme Including Defects Liability Period Of 18 (Eighteen) Months.
BOQ
| Sl. No. | Item Description |
| 1 | PAVER BOCK |
| 2 | SITE CLEARING |
| 3 | Clearing Grass and Removal of Rubbish upto a distance of 30M outside the periphery of the area as per the MoRT&H technical specification clause 201.Barjala Road |
| 4 | DISMANTLING OF CHAMBERS, KERBSTONE, FLEXIBLE PAVEMENT & REMOVAL OF SLAB COVERS |
| 5 | Dismantling of Flexible Pavements & Road ShouldersDismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202I. Manual MeansB. Granular Layer |
| 6 | CARRAIGE OF MATERIALS FROM DISMANTLING OF CHAMBERS, KERBSTONE, FLEXIBLE PAVEMENT & REMOVAL OF SLAB COVERS |
| 7 | Loading and unloading of Stone Boulder, stone aggregate, Brick Aggregate, Kankar, earth, Crushed slag, Stone for Masorny Work by Mechanical Means including a lead upto 30m |
| 8 | Haulage excluding loading and unloadingHaulage of materials by tipper/ truck excluding cost of loading, unloading and stacking. |
| 9 | UPGRADATION OF ROADS |
| 10 | Excavation in soil using hydralic Excavator CK 90 and Tippers with Disposal upto 1000 metres.Excavation for roadwork in soil with hydraulic excavator of 0.9 cu m bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300 |
| 11 | Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRT&H technical specification Clause 3003. |
| 12 | CARRIAGEWAY OVERLAY LAYERS |
| 13 | Subgrade Construction of Subgrade and earthen shoulder 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 MORT&H technical specification clause of section 300. |
| 14 | 401 Granular Sub-base with Well Graded Material (A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401.(i) For Grading I Material |
| 15 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver finisher in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical specification |
| 16 | PAVER BLOCK LAYERS |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level:1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 40 mm nominal size) |
| 18 | 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. |
| 19 | Barjala Road |
| 20 | VIP Road |
| 21 | KERB STONE |
| 22 | Cast in Situ Cement Concrete M20 Kerb using concrete mixerConstruction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per drawings & MoRT&H technical specifications Clauses 409. |
| 23 | PAINTING |
| 24 | Painting Two Coats on New Concrete SurfacesProviding and painting two coats with synthetic enamel paint in all shades on new plastered concrete surfaces as per MoRT&H Technical Specification Clause 803. |
| 25 | CYCLE TRACK |
| 26 | OVERLAY LAYERS |
| 27 | Dense Graded Bituminous MacadamProviding and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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. 505 complete in all respects.B. Grading IIi. With Viscosity Graded Bitumen of VG-30. |
| 28 | Bituminous ConcreteProviding and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 Percent 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 MORTH specification clause No. 507 complete in all respects.B. Grading II (For layer thickness 30 - 40 mm)i. With Viscosity Graded Bitumen of VG-30. |
| 29 | 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. |
| 30 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level:1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 40 mm nominal size) |
| 31 | Kerb stone |
| 32 | Cast in Situ Cement Concrete M20 Kerb using concrete mixerConstruction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per drawings & MoRT&H technical specifications Clauses 409. |
| 33 | Painting |
| 34 | Painting Two Coats on New Concrete SurfacesProviding and painting two coats with synthetic enamel paint in all shades on new plastered concrete surfaces as per MoRT&H Technical Specification Clause 803. |
| 35 | For Cycle Track |
| 36 | For Kerb Stone |
| 37 | 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. |
| 38 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New WorkPainting 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 otherforeign matter, demarcation at site and traffic control as per drawing and MoRD Technical Specification Clause 1702.Cycle track marking Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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