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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness incluidng labour & T&P required etc complete as per the OPWD Specification and direction of the Engineer-in-charge. |
| 2 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum 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 within all lifts and lead upto 1000m. incluidng labour & T&P required etc complete as per Technical Specifications and Clause - 301 of MoRT&H Specifications for Road & Bridge works. |
| 3 | Loosening, leveling and Compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150mm, compacted at OMC to achieve minimum dry density conforming to Table 300-2 as per Technical Specifications and Clause - 305.3.4 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 as per approved Drawing & Technical Specifications & direction of Engineer in Charge and Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision) as per direction of Engineer-In-Charge. |
| 5 | Construction of embankment with approved material obtained from borrow pits minimum 8 CBR with all lifts and leads, transporting to site, spreading, grading and compacting to meet requirement of table 300-2 as per approved Drawing & Technical Specifications & direction of Engineer in Charge and Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision). and direction of the Engineer-in-charge. |
| 6 | Turfing the slopes of embankment with compact turf grass as per approved Drawing & Technical Specifications and as per Clause - 307 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as per direction of Engineer-In-Charge. |
| 7 | Construction of Granular Sub-Base by providing Grading-VI 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 clause 401 etc complete and direction of the Engineer-in-charge. |
| 8 | Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per OPWD Specification and directed of the Engineer-In-charge. |
| 9 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site laying in uniform layers with Paver in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density etc complete and as per OPWD Specification and direction of Engineer-In-Charge. |
| 10 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer (SS) at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and direction of the Engineer-in-Charge |
| 11 | Providing and applying tack coat with bitumen emulsion on prepared surface including cleaning of road surface and spraying primer at the rate of 0.20kg/sqm using mechanical means as per clause no.501.5.2, 502 of MoRT&H specification and direction of the Engineer-in-Charge |
| 12 | Providing Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials 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 as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 13 | Providing & laying Semi Dence Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials 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 as per clauses 501 and 508 of MoRT&H Specifications for Road & Bridge works (4th Revision). |
| 14 | Construction of earthern shoulders with approved material obtained from borrow pits minimum 8 CBR with all lifts and leads, transporting to site, spreading, grading and compacting to meet requirement of table 300-2 as per approved Drawing & Technical Specifications & direction of Engineer in Charge and Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision). and direction of the Engineer-in-charge. |
| 15 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceeded 15:1, aggregate gradation after blending to be as per Table 600.1, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, mixed in a batching plant, transported to site,laid with a paver and compaction with vibratory roller, finishing and curing as per Clause 601 of MoSRT&H Specifications of Road & Bridge Works (4th Revision) |
| 16 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and as per Clause 602 of MoSRT&H Specifications for Road & Bridge works (4th Revision) as per direction of Engineer-In-Charge |
| 17 | Providing and fixing pre-cast R.C.C. (1:2:4) kilometre stone as per I.R.C. design including finished smooth including finishing and lettering including painting as per MoRT&H specification and direction of the Engineer-in-charge. - Ordinary KM stone |
| 18 | 5th Km Stone |
| 19 | Road marking with Hot applied thermoplastic compound with Reflectorising Glass beads on bituminous surface by providing and laying of hot applied thermoplastic compound 2.5mm thick including Reflectorising glass beads @ 250gms per sqm area thickness of 2.5mm.is exclusive of surface applied glass beads The finished surface to be level uniform and free from streaks and holes as per IRC: 35 etc complete as per OPWD Specification and direction of Engineer-In-Charge. |
| 20 | Synthetic Enamel Painting two coats over a coat of primer on Concrete surface in Parapet incluidng labour & T&P required etc complete as per Technical Specifications and Clause - 803 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 21 | Providing and fixing of road stud 100x100mm diecact in aluminium resistant to corrosive effect of salt and grit, fitted with lense reflector, installed in concrete or asphaltic surface by drilling hole 30mm upto depth of 60mm and bonded in a suitable bituminous grout or epoxy motar as per BS:873 (Part 4) 1973. etc complete as per OPWD Specification and direction of Engineer-In-Charge. |
| 22 | Providing and errecting direction and place identification retro reflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting, 2m thick with area exceeding 0.9sqm supported on a mild steel angle Iron post 75x75x6mm , 2nos firmly fixed to the ground by means of properly designed foundation with M15 grade of concrete 45x45x60cm below ground level as per approved drawing. i) Facility Information signs (800x600mm) |
| 23 | (ii) Directioal/Place indication sign (1200x700 mm)(up to 0.90 sqm) |
| 24 | (iii) Advance direction/Destination /Place identification signs (1800x1200 mm)(above 0.90 sqm) |
| 25 | (iv) Route marker signs (450x600 mm) |
| 26 | v) Cautionary signs triangular 900mm side. |
| 27 | vi) Circular 600 mm dia |
| 28 | 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 matter, dressing of sides and bottom and backfilling etc complete as per MoSRT&H Specification and direction of Engineer--in-Charge. |
| 29 | P C C- M15 as levelling coarse with 40 mm size C.B. Metal of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification. |
| 30 | Reinforced cement concrete M-20 nominal mix with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge Drain Base |
| 31 | Wall (Both side) |
| 32 | Drain Slab |
| 33 | Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction of the Engineer-in-charge. |
| 34 | Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as per OPWD Specification and direction of Engineer-in-charge. |
| 35 | P C C- M15 as Sub Structure with 40 mm size C.B. Metal of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification. |
| 36 | Providing weep holes in brick masonry / plain or RCC abutment, wing wall and return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1V : 20H towards draining face complete as per drawing and technical specification as per clause no.2706 of MoRT&H specification and direction of the Engineer-in-Charge. |
| 37 | Metal spall backing to the wall steining or weep holes of abutments, deep drain with hand brocken stone aggregates of 50mm size as per approved Drawing & Technical Specifications for finished item of work including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as per OPWD Specification and the direction of the Engineer-in-charge. |
| 38 | Reinforced cement concrete M-25 nominal mix with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge a) Foundation |
| 39 | R C C M-25 in wall |
| 40 | RCC M-25 Super Structure |
| 41 | Dismantling of Rubble stone masonry in cement mortar including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres etc complete as per OPWD Specification and direction of Engineer-in-Charge. |
| 42 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all leads and lifts etc complete as per OPWD Specification and direction of Engineer-in-Charge.Upto 600mm |
| 43 | Laying R.C.C pipe NP4/Prestressed Concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with Cement mortar(1:2) but excluding excavation, protection work back filling concrete and masonry works etc complete as per OPWD specification and direction of the Engineer-in-charge. - 1000mm dia HPC |
| 44 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size todards the wall. |
| 45 | Rough stone dry masonry in guard wall / retaining wall using hard granite stone of above 003 cum including cost, conveyance & royality of all materials and labour charges etc. complete as per OPWD Specification and direction of Engineer-In-Charge. |
| 46 | R.C.C. M-30 grade in wearing coat including steel of C.D. work with form work using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1600, 1700 & 2700 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. and direction of the Engineer-in-Charge. |
| 47 | Providing, Fitting & Fixing of Drainage Spouts in Deck slab as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, T&P etc complete.as per the direction of the Engineer-in-charge. Please Enable Macros to View BoQ information |
