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Description

Construction/ Up-gradation Of Track At Skpa Udhampur (part-2) Macadamization In Km 2nd Rd 600 To Km 3rd Rd 350 (machine Mix Laid With Paver).

Tendering Authority: POLICE DEPARTMENT

India, Jammu and Kashmir, Srinagar

NTID

29104731

Last Date For Submission

27 Sep, 2022

Closing Date

27 Sep, 2022

BOQ Items
# Item Quantity Units
1 Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: incluidng all leads, lifts and including all carrages and cost involved complete. 1008.00 Cum
2 Consolidation of subgrade with power road roller of 8 to 12 tonne capacity incluidng making good the undulations et with earth or quarry spoils etc and rolliing the subgrade. 2929.50 Sqm
3 Supplying ,stacking and laying water bound macadam with specified stone aggregate with good earth including sorting, spreading to template & consolidation with power road roller of 8 to 10 tonne capacity etc. Complete (payment for good earth shall be made separately). Base course with 63 mm to 45 mm size with good earth including preparaing of surface in proper shape of rectangular shape. ( two layers each 75 mm thick after compaction ) 439.40 Cum
4 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge incluidng all cost & carriages complete 209.30 Cum
5 Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On W.B.M. @ 0.75 Kg/sqm. 2790.00 Sqm
6 Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity 139.50 Cum
7 Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge 25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. 2790.00 Sqm
8 Providing and laying of RBM in layers not exceeding 20cm in depth by the way of watering, compacting and rolling each layers with power road roller 8-10 tonnes capacity embankments of roads, flood banks, marginal banks, guide banks etc including all leads, lifts, taxes and carriage. The river bed material shall be free from organic material. The RBM must have coarse aggregate along with stone aggregate having maximum aggregate size of 75mm complete Jobs. 225.00 Cum
9 Carraige of material by Mechanial Transport incluidng loading/ unloading and stacking at site complete.
10 Stone Aggregate above 40mm size Av. Lead 25 Km by M. T. 439.40 Cum
11 crusher dust / Screening/ Stone aggregate below 40mm size for an Av. Lead 25 Km by M. T. 103.00 Cum
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