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| 1 | Picking BT Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. KM 0/000 - 1/000 |
| 2 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. KM 0/000 - 1/00 |
| 3 | Spreading the collected US gravel to watering and hand roller rolling including cost and supply of well Gravel from approved quarry and stacking to departmental gauge for premeasurements etc complete as per standard specifications and as directed by the departmental officers KM 0/000 - 1/000 |
| 4 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. KM 0/000 - 1/000 |
| 5 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. KM 0/000 - 1/000 |
| 6 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., KM 0/000 - 1/000 |
| 7 | BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 KM 0/000 - 1/000 |
| 8 | Provision for HM Stone charges etc complete |
| 9 | Provision for KM Stone charges etc complete |
| 10 | Construction of Drain Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete |
| 11 | PCC 1:4:8 using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete |
| 12 | Supply and Erection of steel centering for sides and soffits including cost and conveyance of all materials to site and all labour charges etc., complete |
| 13 | Plain Cement concrete in C.C.1:3:6 mix using 20mm ISS HBG Metal including cost and conveyance of all materials to site and all charges etc., |
| 14 | Plastering with cement mortar 1:4mix to 20 mm thick includingcost and conveyance of all materials to site and all labour |
| 15 | Metal Beam Crash Barrier Type - A, “W” DoubleGuard.Providing and erecting Single sided Double GuardMetal Beam Crash Barrier System 1.70m high,comprising of 3mm thick wall “W” beams postsand spacer channels shall be made by cold rollforming using HR conform to IS 5986 Fe 410/360 anddip galvanized having Zinc Mass of 550gms/ sqm,minimum 950mm above road/ ground level fixedon ISMC series channel vertical post 150x75x5mmspaced 2m center to center 312mm x 83mm flange widthx 3mm thick, 4318mm long post directly embeddedin the concrete (M15) pit size 350x350x800mm for adepth of 750mm below ground. All fixing bolts and nutshot dip galvanized conforming to IS:1367 clause 4.60all complete as per Technical Specification and asdirected by the Engineer-in-charge |
| 16 | Towards the charges for routlinemaintenance of the road work executedunder NABARD 2026-27 including dressing of bermsby refilling the gully with the earth fromborrow pits, cleaning of wild seasonalgrowth on berms, destilting of side drainsand CD works, white washing guard stones,painting of KM, HM stones, parapets,cutting of branches of trees, refixingdisplaced guard stones, caution boards,speed limit boards etc., with the periodicityfor the above activities as prescribed in IRCSP-20:2002 and as directed by thedepartmental officers except for theconstructional defects which has to berectified by the contractor at his own cost For the First Year from the date ofcompletion of work |
| 17 | For the Second Year from the date ofcompletion of work |
| 18 | For the Third Year from the date ofcompletion of work |
| 19 | For the Fourth Year from the date ofcompletion of work |
| 20 | For the Fifth Year from the date ofcompletion of work |
| 21 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) Please Enable Macros to View BoQ information |