Tender For Construction Of Roads And Storm Water Dain For Development Of Electric Bus Depot And Allied Charging Infrastructure Works Including Defects Liability Period Of 18 (Eighteen) Months.
Tender Value
3.99 Crore
Estimated cost
Bid Submission
10 Aug 2026
10 days left
EMD
7.99 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 Construction Of Roads And Storm Water Dain For Development Of Electric Bus Depot And Allied Charging Infrastructure Works Including Defects Liability Period Of 18 (Eighteen) Months.
BOQ
| Sl. No. | Item Description |
| 1 | ROAD WORKS |
| 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. |
| 4 | DISMANTLING OF BRICKSOLINGDismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts andupto a lead of 1000 m as per MoRD Technical Specification Clause 202. |
| 5 | By Manual Means |
| 6 | By Mechanical Means |
| 7 | CARRAIGE OF MATERIALS FROM DISMANTLING OF CHAMBERS, KERBSTONE, FLEXIBLE PAVEMENT & REMOVAL OF SLAB COVERS |
| 8 | 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 |
| 9 | Haulage excluding loading and unloadingHaulage of materials by tipper/ truck excluding cost of loading, unloading and stacking. |
| 10 | UPGRADATION OF ROADS |
| 11 | Scarification for Overlay |
| 12 | Excavation in Soil with Dozer with lead upto 100 metresExcavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m ( average lead of 50 metres ), including trimming bottom and side slopes in accordance with requirements of lines, grades and crosssections as per MoRT&H Technical Specification clauses of section 300. |
| 13 | 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 |
| 14 | Removal of Unsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000 m lead with all lifts but excluding compaction ground supporting embankment/ subgrade, replacement by suitable soil, which shall be paid separatelyas per MoRT&H Technical Specification clauses of section 300. |
| 15 | Preparation and surface treatment of formation Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per MoRT&H Technical Specification clauses of section 300.. |
| 16 | Carriageway Overlay Layers |
| 17 | 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 |
| 18 | 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 |
| 19 | Sand Filling in foundation trenches as per drawing &MoRT&H technical specification clause 304. |
| 20 | 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. |
| 21 | Road Median |
| 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 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. |
| 24 | ROAD MARKINGS & SIGNAGES |
| 25 | 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. |
| 26 | Printing New Letter and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and MoRD Technical Specification Clause 1701. |
| 27 | Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only) |
| 28 | English and RomanHyphens and the like not to be measured and paid for Detail for 100 letters of 16 cm height.i.e.1600 cm |
| 29 | Solar Powered Road Markers (Solar studs-Blinking) Clause 804 of MoRT&HProviding and fixing Solar Powered Road Markers (Solar studs) of specified size to meet the requirement of technical specification clause 804.6 made of aluminium alloy and poly carbonate material which shall be absolutely weather resistant and shall support a load of 13.635 tonne tested in accordance with ASTM D 4280, of appropriate color & water resistant to meet the requirement of IP 65 in accordance with IS: 12063:1987 category 2 for protection against water ingress. It shall have super bright LEDs of flashing rate not less than 1Hz having a life of not less than three years. The slope of retro-reflective surface shall be 35 (± 5) degrees to base. The studs shall be fixed to the Road surface in accordance with technical specification clause no. 804.7.2 using the adhesive conforming to IS or as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-Charge and in field performance as per technical specification clause no. 804.7.3. |
| 30 | Road Stud with Lense Reflector Clause 804 of MoRT&HProviding and fixing reflective road studs of size 100 x 20 mm made of ASA (Acrylic styrene Acryloretrite) or HIPS (High impact polystyrene) or ABS (Acrylonitrile butadiene styrene) or any other suitable material approved by the engineer having electronically welded micro-prismatic lens with abrasion resistant coating. The glow stud shall support a load of 13.635 tonne tested in accordance with ASTM D 4280. The slope of retro-reflective surface shall be 35 (± 5) degrees to base. The reflective panel should conform to ASTM D 788. The area of each retro-reflecting surface shall not be less than 13 sqcm. The luminance intensity should be as per the specification and shall be tested as described in ASTM I : 809 as recommended in BS: 873 part 4 : 1973. Thestuds shall be fixed to the Road surface in accordance with technical specification clause no. 804.7.2 using the adhesive conforming to IS or as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-Charge and in field performance as per technical specification clause no. 804.7.3. |
| 31 | Retro-Reflectorised Traffic SignsProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, 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 MoRT&H Technical Specification Clause 801. |
| 32 | 600 mm equilateral triangle - Junction ahead/Junction type/Pedestrian crossing/Parking provision |
| 33 | 600 mm circular - No parking/No stopping/Speed limit/Pedestrian lane/No overtaking |
| 34 | Direction and Place Identification Signs with size more than 0.9 sqm size BoardProviding and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with areaexceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRT&H Technical Specification Clause 801. |
| 35 | STORM WATER DRAIN |
| 36 | Dismantling and Demolishing Work |
| 37 | Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.(ii) Dismantling brick / tile workB) In cement mortar |
| 38 | Excavation |
| 39 | Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 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 soilB. Mechanical Means (i.Upto 3 m depth) (Note:- Cost includes shoring & dewatering) |
| 40 | Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 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 soilB. By Manual Means (i.Upto 3 m depth) (Note:- Cost includes shoring & dewatering) |
| 41 | PCC- 100 mm thk |
| 42 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level. 100mm Thick PCC below RaftBelow foundation1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate40 mm nominal size) |
| 43 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)vi) RCC M 25 Gradea. upto 5 m heightCase - II : With Batching Plant, Transit Mixer and Concrete Pump |
| 44 | Reinforcement |
| 45 | Supplying, fitting & placing Thermo-Mechanically treated bar / cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200. |
| 46 | Mild Steel Welded WorkSteel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:a) For SWD Manhole Coverb) For Grating on Catch basin |
| 47 | In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.(Size, Specification, Material, finishing must be followed as per approved structural drawing). |
| 48 | Haulage excluding Loading & UnloadingUnsurfaced Gravel Road |
| 49 | Dismantaled Brick Drain Material |
| 50 | Storm Water Drain Excavated Soil |
| 51 | Manhole Covers |
| 52 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality(Size, Specification, Material, finishing must be followed as per approved structural drawing). |
| 53 | Water proofing |
| 54 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush as required as per direction of the Engineer-in-charge. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guaranteed for 10 years against any leakage. |
| 55 | S&S Centrifugally (Spun) C.I. Pipe class LA 150mm dia |
| 56 | H.D.P.E Pipes:Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete |
| 57 | First class brick work in foundation and plinthincluding cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysAug 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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