Tender For Improvement Of Town Road Portion From Medical Junction To Court Junction Of Paralakhemundi Gajapati Of Paralakhemundi Municipality From 0 000 Km To 2 730 Km In The District Of Gajapati Under State Plan For The Year 2025 26
Tender Overview
Project Description
Tender for Improvement Of Town Road Portion From Medical Junction To Court Junction Of Paralakhemundi Gajapati Of Paralakhemundi Municipality From 0 000 Km To 2 730 Km In The District Of Gajapati Under State Plan For The Year 2025 26
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass,bushes, shrubs, saplings and tree girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 meters including removal and disposal of top organic Soil notexceeding 150mm in thickness as per clause 201 of MORT&H Spesifications for Road & Bridge works. |
| 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, dressing of sides and bottom and backfilling with approved materials etc complete as per standard specification and direction of Engineer-in-charge. |
| 3 | Supplying of filling sand in road work & foundation trenches with sand in layers not exceeding 150mm thick as per approved drawing and technical specification as per section 1500 of Morth & specification of road and bridge work and direction of Engineer-In-Charge. |
| 4 | Providing and laying Plain cement concrete of grade M-15 in foundation as levelling course using 40mm to 10mm down graded crusher broken aggregates of approved quality & from approved quarry including hoisting, lowering & laying concrete & compacting, watering & curing, centring, shuttering & finishing the exposed surface smooth providing grooves or beads where necessary complete as per relevant clauses of Section 1500,1700 & 2100 of MoRTH Specifications for Road and Bridge works (Latest Revision) and as per drawing and technical specification & including cost of all materials, Conveyance, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 5 | Reinforced cement concrete M-20 mix with stone aggregates 20mm nominal size mechanically mixed & vibrated in foundation up to depth of 1.5m below ground level and 1.5m above ground/bed level for finished item work as per clause no. 1000/1500/1700/2200 of MORT&H specification including cost of all materials, Conveyance, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. Wall |
| 6 | Cover Slab |
| 7 | Supplying fitting and placing uncoated HYSD Steel reinforcement works using HYSD (FE-500) steel of ISI make as per section 1600 & section 1900 of MORT&H specification for Road and Bridge works (latest revision) including cost, conveyance and taxes of all materials, binding wires 18 to 20 gauge and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge. (weight of reinforcement shall be calculated on the basis of IS 1732. wastage, overlaps, couplings, welded joints, space bars, chairs, stays, hangers and annealed steel wires or other method of binding & placing shall not be considered for payment) |
| 8 | Providing weep holes in brick masonary / plain or reinforced concrete abutment, wing walls, toe walls and return walls with 100mm dia AC pipes, extending through the full width of the structure with slope of 1V:20H complete as per approved drawing and technical specification as per clause no 2706 of MORT&H specification for Road and Bridge works including cost, conveyance, and taxes of all materials and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge. |
| 9 | Providing and Applying Tack coat with bitumen emulsion @ 0.20 kg of bitumen per sqm. on the prepared bituminous/ granular surface including scraping and cleaning the road surface as per clause 503 of MoRT&H specification for Road & Bridge works , including hire and running charges of all machineries, including cost, conveyance, royalty and taxes of all materials, all labour with T&P required for the work etc. complete as per technical specification and direction of Engineer-in-Charge. |
| 10 | Providing & laying Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & CRMB-55 grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 507 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 11 | Providing and laying mastic asphalt concrete of 25mm thick premixed with bituminous binder, tranported to site, laid over a previously prepared surface as per clause no. 504 of MORTH specification for road and bridge work including cost, conveyance, royality of all materials as per technical specification and direction of Engineer-in-Charge. |
| 12 | Providing and applying of hot applied thermo plastic compound 2.5mm thick including reflectorising glass beads @ 250gms per Sqm area, thickness of 2.5mm 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 Technical Specifications for Road and Bridge works including cost, conveyance, spreading, grading & compacting, including cost of all materials, labour, T&P, taxes etc complete in all respects as per Technical specification and direction of Engineer-in-Charge. |
| 13 | Providing and fixing of bidirectional retro reflective raised pavement markers of approved colour, quality and make confirming to ASTM-D 4280 made from injection moulded high impact polymer including cleaning, preparation of surfaces and fixing at position with approved quality adhesives including cost of all materials, labour, T&P, taxes etc complete in all respects as per Technical specification and direction of Engineer-in-Charge. |
| 14 | Providing and fixing of retro-reflectorised cautionary, mendatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause No. 801.3 of specification for road and bridge works of Ministry of Road transport & Highways, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75x75x6 mm, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60 cm, 60cm below ground level as per approved drawing & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.80cm x 60cm rectangular |
| 15 | Route marker sign |
| 16 | 90 cm size Equilateral triangle |
| 17 | 60cm size circular |
| 18 | 90cm high octagon |
| 19 | Hazard marker Please Enable Macros to View BoQ information |
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