Municipal Corporation-MC has published Tender For Construction Of Rcc Rwall Co Rcc Drain Co Rcc Rwall Co Rcc Culvert Co Cc Pavement Co Toilet 3 Nos Co Rcc Drain Co Rcc Drain Raising Of Existing Rcc Wall And Beautification Of Govt Middle School D Sector Co Rcc Drain. Submission Date for this Tender is 16-01-2023. Road Work Tenders in naharlagun Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m. |
| 2 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth |
| 3 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications |
| 4 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces withcement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 5 | Centring and shuttering including strutting, propping etc and removal of formwork for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 6 | Centring and shuttering including strutting, propping etc and removal of formwork for : b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 7 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 8 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular Material |
| 9 | Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m. |
| 10 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth |
| 11 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications |
| 12 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces withcement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in: a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 13 | Centring and shuttering including strutting, propping etc and removal of formwork for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 14 | Centring and shuttering including strutting, propping etc and removal of formwork for : b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 15 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 16 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular Material |
| 17 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 18 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth |
| 19 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 20 | Centring and shuttering including strutting, propping etc and removal of formwork for : a) Foundation, footings, bases of columns etc. and mass concrete. Cover slab |
| 21 | Centring and shuttering including strutting, propping etc and removal of formwork for : b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 22 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm togive a smooth and even surface excluding cost of centring, shuttering and reinforcement in ::a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 23 | Excavation for Structures (Earth work in excavation offoundation of structures as per drawing and technicalspecification, including setting out, construction of shoring and bracing, removal of stumps and otherdeleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) A) Manual Means (Depth upto 3 m) |
| 24 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 25 | Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification |
| 26 | Centring and shuttering including strutting proping etc. and removal of form work for: a) Foundations and plinth |
| 27 | Centring and shuttering including strutting proping etc.and removal of form work for:b) Walls including attached buttresses, pilasters etc. |
| 28 | Centring and shuttering including strutting proping etc. and removal of form work for:c) Centring and shuttering including strutting, propping (for chajjas) etc. |
| 29 | Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 30 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material |
| 31 | Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes) |
| 32 | Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.) |
| 33 | Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto1.50 m. |
| 34 | Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in : b) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone shingle 20 mm nominal size). |
| 35 | Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification |
| 36 | Centring and shuttering including strutting, propping etc and removal of form work for : b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 37 | Preparation of Sub -Gradeby excavation earth to an average depth of 22.2cm dressing to camber and consolidation with roller,making the good the undulation etc disposal of surplus earth lead up to 50m. |
| 38 | Water Bound Macadam By Manual Means Grading- I(Using Screening Crushable type such as Moorum or Gravel) |
| 39 | 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/ cum, 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 with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 40 | Cement Concrete Pavement (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 ) |
| 41 | Centring and shuttering including strutting proping etc. and removal of form work for: |
| 42 | Excavation for Structures (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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (i) Ordinary soil A Manual Means (Depth upto 3 m) |
| 43 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 44 | Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the a) Foundations and plinth |
| 45 | Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding thec) Independent piers, columns and pillars up to floor two level |
| 46 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 47 | Centring and shuttering including strutting, propping etc and removal of form work for : e) Column, pillars, posts and struts etc. |
| 48 | Centring and shuttering including strutting, propping etc and removal of form work for : d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 49 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth. |
| 50 | supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 51 | Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 52 | Brick work with best available local bricks 75 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand). |
| 53 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 54 | 6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand). |
| 55 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and downgauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete. |
| 56 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours,shades except burgundy, bottle green,black of any size as approved by EngineerinCharge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete |
| 57 | Providing and laying vitrified floor tilesin different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming toIS : 15622, of approved make, in allcolours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete a) Size of Tile 500x500 mm |
| 58 | Door /Window / Ventilator Frames:- Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both verticalssides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer"s specification and direction of engineer- in-charge. |
| 59 | Kitchen / Other Door Shutters:- 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of "H" section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. "U" cleats. The shutter frame filled with a uPVC multichambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer"s specification and direction of Engineer-in-charge. a) 30 mm thick plain PVC door shutters |
| 60 | Applying one coat of cement primer of approvedbrand and manufacture on wall surface. |
| 61 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand castIron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with allfittings and fixtures complete, including cuttingand making good the walls and floorswherever required: a) White Vitreous china Orissa pattern W.C.pan of size 580x440 mm with integral type foot rests |
| 62 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. a) Internal work - Exposed on wal (i) 15 mm nominal outer dia Pipes |
| 63 | Providing and fixing PVC connection pipe with brass union. A) 30 cm length a) 15 mm nominal bore |
| 64 | Providing and fixing 600x450 mm bevelled edge mirror or superior glass (ofapproved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers. |
| 65 | Providing and fixing toilet paper holder. a) CP Brass |
| 66 | Finishing walls with water proofing cement paintof approved brand and manufacture and required shade on new work (three or more coats) to give an even shade. |
| 67 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 68 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design. |
| 69 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. a) 100 mm dia |
| 70 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. c) 50 mm dia |
| 71 | B0932 100 mm sand CI "P" or "S" trap with vent |
| 72 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 73 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth |
| 74 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 75 | Centring and shuttering including strutting, propping etc and removal of formwork for : a) Foundation, footings, bases of columns etc. and mass concrete.Cover slab |
| 76 | Centring and shuttering including strutting, propping etc and removal of formwork for : b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 77 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm togive a smooth and even surface excluding cost of centring, shuttering and reinforcementin :a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 78 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 79 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth |
| 80 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 81 | Centring and shuttering including strutting, propping etc and removal of formwork for : a) Foundation, footings, bases of columns etc. and mass concrete. Cover slab |
| 82 | Centring and shuttering including strutting, propping etc and removal of formwork for : b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 83 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm togive a smooth and even surface excluding cost of centring, shuttering and reinforcement in :a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 84 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications |
| 85 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces withcement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in: a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 86 | Centring and shuttering including strutting, propping etc and removal of formwork for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 87 | Centring and shuttering including strutting, propping etc and removal of formwork for : b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 88 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 89 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular Material |
| 90 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) |
| 91 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth 20 mm cement plaster 1 : 3 (1 cement : 3 fine sand) |
| 92 | Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) |
| 93 | Centring and shuttering including strutting proping etc. and removal of form work for: |
| 94 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 95 | Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade) |
| 96 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 97 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth |
| 98 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 99 | Centring and shuttering including strutting, propping etc and removal of formwork for : a) Foundation, footings, bases of columns etc. and mass concrete. Cover slab |
| 100 | Centring and shuttering including strutting, propping etc and removal of formwork for : b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 101 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm togive a smooth and even surface excluding cost of centring, shuttering and reinforcement in ::a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
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