Tender For Construction Of Bridge On Road From Washi Golegaon Isrup Khanapur Road At Ch 9/250 Block Washi
Tender Value
1.22 Crore
Estimated cost
Bid Submission
26 Aug 2024
0 days left
EMD
1.50 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
washi → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Bridge On Road From Washi Golegaon Isrup Khanapur Road At Ch 9/250 Block Washi
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.In area of non-thorny jungle.By Mechanical Means, as directed by Engineer in Charge. |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.Rubble Stone Masonry in Cement Mortar, as directed by Engineer in Charge. |
| 3 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.Above 600 mm to 900 mm dia Hume pipe, as directed by Engineer in Charge. |
| 4 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3. Excavation in Soil with Dozer with lead upto 100 m, as directed by Engineer in Charge. |
| 5 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3. Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m, as directed by Engineer in Charge. |
| 6 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5, as directed by Engineer in Charge. |
| 7 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5, as directed by Engineer in Charge. |
| 8 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4, as directed by Engineer in Charge. |
| 9 | Loosening, Levelling 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 Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. as directed by Engineer in Charge. |
| 10 | 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5, as directed by Engineer in Charge. |
| 11 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5, as directed by Engineer in Charge. |
| 12 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.For Grading I Material, as directed by Engineer in Charge. |
| 13 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.By Mechanical Means, as directed by Engineer in Charge. |
| 14 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. as directed by Engineer in Charge. |
| 15 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 16 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. as directed by Engineer in Charge. |
| 17 | Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506..50 mm thick.Bitumen (S-65) 60/70 - VG-30. as directed by Engineer in Charge. |
| 18 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. as directed by Engineer in Charge. |
| 19 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.(I) Bitumen (S-65) VG-30 as direct by engineer in charge |
| 20 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.By Mechanical Means.Case - I:Type A-Bitumen (S-65)VG-30. as directed by Engineer in Charge. |
| 21 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703200 meter Stone (precast). as directed by Engineer in Charge. |
| 22 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704, as directed by Engineer in Charge. |
| 23 | Providing and fixing informatory sign boards in square or rectangular shape of size 1.80m x1.20m made out of 3mm Aluminum composite panel bonded with IRC Specified colour ofretro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including M. S. angle iron frame of size 35 mm X 35 mm X 5 mm & two M.S. angle iron post of size65 mm X 65 mm X 6 mm, 3.65 m long,duly paintedwith flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M-20 concreteblockofsize 60cmX60cmX75cmincludingtransportationetc;complete. Aluminum composite panel with Type IV High Intensity Micro-Prismatic Grade Sheeting. |
| 24 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 as directed by Engineer in Charge. |
| 25 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 900mmmade out of 4mmaluminum composite material sheetbondedwithwhiteretroreflectivesheetingof ClassB(TypeIVHighintensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate black and white bands of 25 cm width including G.I.fixturesetc;fixingtheboardsinM25gradeconcreteblockofsize60cm X60cm X75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7yearswrittenwarranty fromthemanufacturerandauthoriseddistributor/convertorissuedforfield performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay filmandthiswarrantycertificate inoriginalshouldbesubmittedtotheEngineerinchargebythe contractor/supplier. |
| 26 | Providing andfixing of retro- reflectorised informatory sign boardrectangular/Square in shape having area less than 0.9 square meter made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class B (TypeIVHighintensitymicro-prismaticgradesheeting-HIP)havingpressuresensitive/heat activatedadhesiveretoreflective specifiedbackground,borderandbacksideretoreflctive symbols,letters, numerals, arrow as per IRC:67-2012Table No 8.3, supported withback supportframe 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angleironpost75mmx75mmx6mm,3.5mtlongfirmlyfixedtothegroundbymeansofproperly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats ofepoxyfinishpaintshavingalternateblackandwhitebandsof25cmwidthincludingGIfixuresand transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP)sheeting shall have 7 yearswritten warrantyfrom the manufacturer and authorised distributor/convertor issued for |
| 27 | Metal Beam CrashBarrier -- Type - A, W : Metal Beam CrashBarrier (Providing and erecting a W metal beam crashbarriercomprisingof3mm thickcorrugatedsheetmetalbeam rail,70cm aboveroad/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:1367andIS:1364, metal beam rail to be fixed on the vertical post witha spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\"\".as directed by Engineer in Charge. |
| 28 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depth. as directed by Engineer in Charge. |
| 29 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary rock (not requiring blasting), as directed by Engineer in Charge. |
| 30 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Hard rock (requiring blasting), as directed by Engineer in Charge. |
| 31 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Hard rock (blasting prohibited), as directed by Engineer in Charge. |
| 32 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during andafterexcavationasmayberequiredbyusing3.0BHPpumpetc.complete.(priorapprovalofSuperintending Engineer will be necessary). as directed by Engineer in Charge. |
| 33 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (A) For open Foundation (A 2) For pier (ii) for Medium Dewatering . as directed by Engineer in Charge., as directed by Engineer in Charge. |
| 34 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (A) For open Foundation (A 3) For returns (ii) for Medium Dewateringas directed by Engineer in Charge. |
| 35 | Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 (ii)P.C.C grade M 10.as directed by Engineer in Charge. |
| 36 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I) Plain cement concrete grade M 10 (i)Nominal mix 1:3:6. as directed by Engineer in Charge. |
| 37 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(B) 1000 millimeter dia. as directed by Engineer in Charge. |
| 38 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope etc. complete. as directed by Engineer in Charge. |
| 39 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V) Reinforced Cement Concrete grade M 25 Reinforced Cement Concrete. as directed by Engineer in Charge. |
| 40 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7, as directed by Engineer in Charge. |
| 41 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8, as directed by Engineer in Charge. |
| 42 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203II) Plain cement concrete grade M 15 (i)Nominal mix (1:2.5:5). as directed by Engineer in Charge. |
| 43 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3. |
| 44 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ,For height up to 5 meter IV) R.C.C. grade M 25. as directed by Engineer in Charge. |
| 45 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V) Reinforced Cement Concrete grade M 25 Reinforced Cement Concrete. as directed by Engineer in Charge. |
| 46 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ,For height up to 5 meter IV) R.C.C. grade M 25. as directed by Engineer in Charge. |
| 47 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C. Grade M 40.as directed by Engineer in Charge. |
| 48 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202, as directed by Engineer in Charge. |
| 49 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202, as directed by Engineer in Charge. |
| 50 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, as directed by Engineer in Charge. |
| 51 | Drainage spouts complete as per drawing and technical specifications Clause 1209, as directed by Engineer in Charge. |
| 52 | Providing tar paper bearing including laying in proper position etc. complete..as directed by Engineer in Charge. |
| 53 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.as directed by Engineer in Charge. |
| 54 | ProvidingReinforced cement concretecrash barrierat the edgesof theroad,approachestobridgestructuresandmedians,constructed with R.C.C. M 30 Grade concrete with HYSD reinforcement conformingtoIRC:21anddowelbars25mmdia,450mmlongat expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it isbuiltand installedasperdesign givenin the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24June1994asperdimensionsintheapproveddrawingandat locations directed by the Engineer, all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360, as directed by Engineer in Charge. |
| 55 | Providingand laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specifiedthicknessasperdetaileddrawingincludingsupplyingallmaterials,handpackingofrubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. |
| 56 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211(i) Nominal mix (1:2.5:5) as directed by Engineer in Charge. |
| 57 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211, as directed by Engineer in Charge. |
| 58 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701, as directed by Engineer in Charge. |
| 59 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701ii) English and Roman Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 millimeter height, i.e. 1600 centimeter. as directed by Engineer in Charge. |
| 60 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302I) Stone/Boulder as directed by Engineer in Charge. |
| 61 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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.complete. as directed by Engineer in Charge. |
| 62 | Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.300 millimeter x 900 millimeter rectangular. as directed by Engineer in Charge. |
| 63 | Providing and fixing Aluminum-backed flexible prismatic (AFP) sheeting consisting Yellow colored flexible prismatic sheeting with non-metallic prismatic lens as Retroreflective elements and conforming to ASTM D 4956-09 Type VI specification for rebound able Retroreflective sheeting. This flexible prismatic sheeting shall beof1ftwidthandlaminatedatthebackwitha50micronAluminum(Al)foilwithpressuresensitive adhesive and liner. Further, this flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black color in a continuous roll format. Neither AFP sheeting nor the flexible prismatic sheeting used in it shall crack when slowly bent in 1 second time around a 1/8th inch mandrel after being conditioned for 24hrs at 0?C and tested as per section S2.2.2. of ASTM D 4956-09. The AFP sheeting, with the liner removed, shall be appliedwitha neoprene contact adhesive witha Polychloroprene as base, viscosity of 200-450 cps and solid content of 20-30%. Once applied, the edges of the product shall be sealed all aroundwith a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off. A test report from institutes like ARAI/CRRI confirming to above mentioned flexibility and ASTM-D4956-09 Type-VI retro reflectivity |
| 64 | Providing white and colour washing to road side trees in 2 coats in 2 bandsofwhiteandoneredbandatcentreof30cmheighteach including preparing the surface, cost of material, conveying etc. complete. as directed by Engineer in Charge. |
| 65 | Providing and fixing reflective fluorescent tape on old road sign board including cleaning / scraping and paintingexisting board etc. complete as directed by Engineer in Charge. |
AI Tender Summary
Tender Timeline
Aug 19, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedAug 26, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 28, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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