Development of Truck Parking area by providing pre cast paver blocks near Tannirbhavi road at NMPA

Amount

BOQ Particulars

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, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer. In area of light jungle.

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.

Cutting of Trees, including removal of stumps and roots of trees including backfilling with suitable material to required compaction Girth from 300mm to 600mm

Cutting of Trees, including removal of stumps and roots of trees including backfilling with suitable material to required compactionGirth from 600mm to 900mm

Cutting of Trees, including removal of stumps and roots of trees including backfilling with suitable material to required compaction Girth from 600mm to 1800mm

Carriage of materials: A : Cost of Haulage Excluding Loading and Unloading: Case-1 : Surfaced Road : Taking output 10 t load and lead 01km

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/ trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & form work shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates

Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.

Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening , cutting, bending, placing in position, binding and anchoring to adjacent members where ever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)

Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2(as per item no 6)

Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2(as per item no.7)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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- (i) By Mechanical Means -Prestressed / Reinforced cement concrete grade M-20 & above Prestressed / RCC grade M-20 & above

Compacting original ground supporting embankment ; Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction

Construction of sub-grade with approved material obtained from borrow pits with all lifts &leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 - ( Morrum)

Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with manually on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 : Grading V. Note: grading for GSB material may be adopted as per design IRC-37:2018.

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling, with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density : 1) Grading-I (63 mm to 45 mm) A) Using Screening Crushable type such as Moorum or Gravel :

Dry Lean Cement Concrete Sub- base : 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 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid , compacting with 8-10 t vibratory roller, finishing and curing

Providing and laying of Pre Cast Paver Block Inter lock block of Size 200 mm x 100 mm x 120 mm of M -40 Grade including bedding sand of 50 mm thick compacting with plate vibrator final compaction of the paver surface joint to joint and its final level including cost of all material , labous, tools plants , HOM of mechinaries complete as directed by the Department.

JAGADEEP D SUVARNA AND COMPANY (BID ID -3112340)

Progressive Engineering Co. (BID ID -3112132)

KSHETRA INFRATECH (BID ID -3112575)

Paving Stone India Pvt. Ltd. (BID ID -3109157)