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| 1 | Clearing and grubbing road land including uprooting trees rank vegetation, grass, bushes, shrubs, saplings and 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 etc. |
| 2 | Dismantling of Cement Concrete Grade M-15 & M-20 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 mtr etc |
| 3 | Dismantling Brick work 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 (Parapets) |
| 4 | Dismantling of Prestressed / Reinforced cement concrete grade M-20 & above 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 (Slab)lifts and lead of 1000 metres |
| 5 | 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 lifts and lead of 1000 metres. Above 600mm Dia |
| 6 | Upto 600mm Dia HPC |
| 7 | Excavation for roadwork in soil with hydraulic excavator of 0.9cum 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 and as per MoRT&H Specifications etc complete |
| 8 | Scarifing the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000meters |
| 9 | Reworking the scarified bituminous surface suitably after supplimenting the base materials with sand and compacting finished surface as per clause 501.8.3.2 of MORTH Specification for Road and Brifge works 5th revision. |
| 10 | Loosening , levelling and compacting original ground supporting embankment to facilate placement of first layer of embankment, scarified to a depth of 150 mm,mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density etc complete |
| 11 | 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. |
| 12 | Fine dressing & turfing to the slope of embacment with compact turf grass transporting to site by mechanical means with in 5 km lead |
| 13 | Construction of granular Sub-base by providing Granular sub-base Grading-VI material as per table 400-1 ,spreading in unifrom 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 of MoSRT&H Specifications for road & Bridge works(5th. Revision) . |
| 14 | Providing laying and compacting graded stone agregate to Wet Mix Macadum specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge . |
| 15 | Providing & applying Primer Coat with Bitumen Emulsion on prepared Surface of Granular Base including clearing of road surface & applying primer at the rate of 0.60 Kg/Sqm using Mechanical means .( Output = 3500 Sqm) |
| 16 | Providing and applying tack coat with bitumen using Pressure distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision) |
| 17 | Providing and laying dense graded bituminous macadam with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, 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 Clause 507 of MoSRT&H Specifications for Road & Bridge works (5th. Revision) Unit = cum |
| 18 | Providing and laying bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 509 of MoSRT&H Specifications for Road & Bridge works (5th. Revision) |
| 19 | Earth work in embankment with approved materials obtained from borrow pits with all leads and lifts transporting to site,spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 as per Clause 305 of MoRT&H Specifications dfor Road & Bridge works(5th. Revision) complet including cost,conveyance,Royalities,Taxes of all materials,all labours,hire and running charges of all machineries,T&P ,sundries etc. complete as per spcification and direction of Engineer-in-Charge. |
| 20 | Providing sand filling in foundation trenches as per drawing and technical specificatiion including cost of all materials, labour, T&P etc. complete as per direction of the Engineer-in-charge. |
| 21 | P.C.C.M-15 Grade in foundation bed using 40mm 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 - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 22 | P.C.C.M-15 Grade in Substructure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).(Cut-Off) |
| 23 | P.C.C.M-15 Grade in Substructure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).(Head wall) |
| 24 | Supplying , Laying & Fixing NP4 RCC hume pipe in position for culvert including pointing ends , fixing collars with cement mortar (1:2) including cost conveyance and taxes of hume pipe etc complete. 1000mm dia HPC |
| 25 | R.C.C. M-25 grade in Foundation Raft of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision). |
| 26 | R.C.C. M-25 grade in Sub-structure of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision). |
| 27 | R.C.C. M-25 grade in Deck slab & kerb of C.D. Work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision). |
| 28 | R.C.C. M-30 grade in wearing coat including steel of C.D. work as per approved drawing & technical specifications and as per Section -1500, 1700 & 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 29 | Steel reinforcement works using HYSD as per approved Drawing & Technical Specifications and as per Section -1600 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 30 | Providing Weep Holes as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision). |
| 31 | Metal spall backing in the rear side of abutments and wing walls |
| 32 | Gravel backing to approns and revetments with good quality moorum/sand and moorum admixture satisfying Liquid limit below 25 and P.I.value within 6 as per approved drawing with cost,conveyance,royalty,taxes of all materials ,all labours, T&P sundries complete as per specification and direction of Engineer-in-Charge |
| 33 | Rough stone Dry Packing in Approns and Revetment with hard granite stone 30cm and above size. |
| 34 | Drainage Spouts complete as per drawing and Technical specification. |
| 35 | Painting two coats with enamel paints over a coat of primer in kerb of approved shade for finished item of work as per the direction of the Engineer-in-charge. |
| 36 | Reinforced cement concrete M-15 Grade Guard Post of standard design as per IRC-25-1967 ,Fixing in position including finishing and lettering but excluding painting etc complete |
| 37 | Reinforced cement concrete M-15 Grade Kilometre stone of standard designs as per IRC-8-1980 ,Fixing in position including painting & printing etc complete (a) 110cm long ordinary Km. Stone |
| 38 | (b) 150cm long ordinary 5 Km. Stone |
| 39 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 Sr.8.23 |
| 40 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, 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. |
| 41 | Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. complete. |
| 42 | Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.(a) 1800mmx1200mm size board. |
| 43 | (b) 90 cm equilateral triangle |
| 44 | (c) 80 cm x 60 cm rectangular |
| 45 | (f) 90 cm octagon |
| 46 | (g) 60 cm x 45 cm |
| 47 | (d) 90 cm x 45 cm rectangular |
| 48 | (e) 60 cm circular (Speed limit) Please Enable Macros to View BoQ information |
