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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-02-2025 | Corrigendum 3 Extension of Bid Submission Date | Date | 04-03-2025 |
| 2 | 24-02-2025 | Corrigendum 2 for Bidding Documents | Other | 28-02-2025 |
| 3 | 11-02-2025 | Corrigendum 1 for Bidding document | Other | 28-02-2025 |
| Sl. No. | Item Description |
| 1 | BILL 1- SITE CLEARANCE |
| 2 | 2.3.2.AClearing 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 earlierand disposal of unserviceable materials and stacking of serviceable material to be usedor auctioned, up to a lead of 1000 metres including removal and disposal of toporganic soil not exceeding 150 mm in thickness <br> In area of light jungle - ByMechanical Means<br> |
| 3 | 2.5.2.ADismantling of flexible pavements and disposal of dismantled materials up to a lead of1000 metres, stacking serviceable and unserviceable materials separately<br>Bituminous course - By Mechanical Means<br> |
| 4 | 3.15Scarifying the existing bituminous road surface to a depth of 50 mm and disposal ofscarified material with in all lifts and lead upto 1000 metres by Mechanical Means<br> |
| 5 | 3.14Scarifying the existing granular road surface to a depth of 50 mm and disposal ofscarified material within all lifts and leads upto 1000 metres. |
| 6 | OD80099/2024-2025Removal and reuse of existing paver block in lines and levels as per the directions ofthe departmental officers at site inclusive of all cost & conveyance charges etc.;complete. |
| 7 | BILL 2- Earthworks |
| 8 | OD129820/2024-2025Excavation for roadwork in all type of soil with hydraulic excavator of 0.9 cum bucketcapacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting tothe embankment location within all lifts and leads |
| 9 | 3.17Construction of embankment with approved materials deposited at site from roadwaycutting and excavation from drain and foundation of other structures graded andcompacted to meet requirement of table 300-2. |
| 10 | 3.16Construction of embankment with approved material obtained from borrow pits withall lifts and leads, transporting to site, spreading, grading to required slope andcompacting to meet requirement of table 300-2. |
| 11 | 3.18Construction of sub-grade and earthen shoulders with approved material obtained fromborrow pits with all lifts & leads, transporting to site, spreading, grading torequired slope and compacted to meet requirement of table No. 300-2 |
| 12 | 4.13Construction of Median and island above road level with approved material depositedat the site from roadway cutting and excavation for drain and foundation of otherstructures, spread, graded and compacted as per clause 408 |
| 13 | BILL 3- Sub base and Base courses |
| 14 | 4.1.B.1Construction of granular sub-base by providing graded material, spreading in uniformlayers with a motor grader on a prepared surface, mixing by mix in-place method withrotavator at OMC, and compacting with a vibratory roller to achieve the desireddensity, complete as per clause 401. Grading-V - For sub-base cum drainage layer -Mix in Place Method |
| 15 | 4.12Providing, laying, spreading and compacting graded stone aggregate to Wet MixMacadam specification including premixing the Material with water at OMC inmechanical mix plant carriage of mixed Material by tipper to site, laying in uniformlayers with paver in sub- base / base course on well prepared surface and compactingwith vibratory roller to achieve the desired density. |
| 16 | OD81694/2024-2025Providing and laying geocell of size 150X356 in WMM layer all complete as per IRCSP 59-2019 and additional technical specification Clause A1 |
| 17 | BILL 4- Pavement Courses |
| 18 | 5.1.aProviding and applying primer coat with bitumen emulsion ( SS) on prepared surfaceof granular Base including clearing of road surface and spraying primer at the rate of0.70 - 1.0 kg/sqm using mechanical means. |
| 19 | 5.2.bProviding and applying tack coat with bitumen emulsion (RS) using emulsion pressuredistributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surfacecleaned with mechanical broom. |
| 20 | 5.2.aProviding and applying tack coat with bitumen emulsion( RS) using emulsion pressuredistributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surfacecleaned with mechanical broom. |
| 21 | 5.4.2bDense Graded Bituminous Macadam : - For grading - II (26.5 mm nominal size)Providing and laying dense graded bituminous macadam with 100-120 TPH batch typeHMP producing an average output of 75 tonnes per hour using crushed aggregates ofspecified grading, premixed with a bituminous binder (VG 30) @ 4.0 to 4.5 percent byweight of total mix and filler, transporting the hot mix to work site, laying with ahydrostatic paver finisher with sensor control to the required grade, level, andalignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve thedesired compaction as per MoRTH specification clause No. 505 complete in allrespects. |
| 22 | OD81699/2024-2025Providing and laying bituminous concrete with 100-120 TPH hot mix plant producingan average output of 75 tonnes per hour using crushed aggregates of specified grading,premixed with bituminous binder (VG 30) @ 5.4 per cent of mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher withsensor control to the required grade, level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MORTHspecification clause No. 507 complete in all respects For Grading -II (13.2 mmNominal size) |
| 23 | OD81888/2024-2025Construction of ramp to paddy fields/access to adjacent properties, plain cementconcrete M30 grade concrete pavement, over a prepared sub base with 43 gradecement, coarse and fine aggregates confirming to IS:383, maximum size of coarseaggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cumcapacity and appropriate weigh batcher using approved mix design and formwork asper drawing and technical specification. |
| 24 | BILL 5- CULVERT |
| 25 | OD129829/2024-2025Earth work in excavation of foundation of structures as per drawing and technicalspecification, including setting out, removal of stumps and other deleterious matter,only for dressing of sides and bottom and back filling with approved material in alltypes of soil by mechanical means for all depth. |
| 26 | 12.8.APlain/Reinforced Cement Concrete in Open Foundation complete as per Drawing andTechnical Specifications<br> PCC Grade M15 ( Without formwork) <br> |
| 27 | OD81707/2024-2025Providing and laying Plain/Reinforced Cement Concrete M20 for head wall and wingwall in Foundation including formwork but excluding reinforcement complete as perDrawing and Technical Specifications. |
| 28 | 13.5.BPlain/Reinforced Cement Concrete in sub-structure complete as per drawing andTechnical Specifications PCC Grade M20 - Height upto 5m |
| 29 | 12.8.G.2.1Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing andTechnical Specifications. RCC Grade M30 - Using Batching Plant, Transit Mixer andConcrete Pump |
| 30 | 13.5.G.p.2Plain/Reinforced cement concrete in sub-structure complete as per drawing andTechnical Specifications RCC Grade M30 - Height upto 5m - using Batching Plant,Transit Mixer and Concrete Pump |
| 31 | 14.1.C.1Furnishing and Placing Reinforced Cement Concrete Grade M30 Using ConcreteMixer in super-structure as per drawing and Technical Specification |
| 32 | 12.40Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundationcomplete as per Drawing and Technical Specifications |
| 33 | 13.6Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete asper drawing and Technical Specifications |
| 34 | 13.6Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete asper drawing and Technical Specifications |
| 35 | OD84169/2024-2025Providing and painting with synthetic enamel paint of approved quality on culvert withculvert No. and span arrangements as per IRC - 7, 1971 |
| 36 | 8.8Painting two coats after filling the surface with synthetic enamel paint in all shades onnew plastered concrete surfaces |
| 37 | 13.9.ABack filling behind abutment, wing wall and return wall complete as per drawing andTechnical Specification Granular material |
| 38 | 13.10Providing and laying of Filter media with granular materials/stone crushed aggregatessatisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications toa thickness of not less than 600 mm with smaller size towards the soil and bigger sizetowards the wall and provided over the entire surface behind abutment, wing wall andreturn wall to the full height compacted to a firm condition complete as per drawingand Technical Specification. |
| 39 | 13.8Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wingwall/return wall with 100 mm dia AC pipe, extending through the full width of thestructure with slope of 1V : 20H towards drawing foce.Complete as per drawing andTechnical Specifications |
| 40 | 15.10.BCurtain wall complete as per drawing and Technical Specification :- Cement concreteGrade M15 |
| 41 | OD81708/2024-2025Providing Plain Cement Concrete M20 for Encasing complete as per Drawing andTechnical Specifications. PCC Grade M20 |
| 42 | 15.1.AProviding and laying boulders apron on river bed for protection against scour withstone boulders weighing not less than 40 kg each complete as per drawing andTechnical specification. Boulder Laid Dry Without Wire Crates. |
| 43 | 15.8.B.1Providing and laying Flooring complete as per drawing and Technical specificationslaid over cement concrete bedding : Cement Concrete blocks Grade M15 |
| 44 | 14.9Drainage Spouts complete as per drawing and Technical specification |
| 45 | 2.4.4.BDismantling of existing structures like culverts, bridges, retaining walls and otherstructure comprising of masonry, cement concrete, wood work, steel work, includingT&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all liftsand lead of 1000 metres <br> Dismantling Stone Masonry - Rubble stonemasonry in cement mortar.<br> |
| 46 | 2.4.2.BDismantling of existing structures like culverts, bridges, retaining walls and otherstructure comprising of masonry, cement concrete, wood work, steel work, includingT&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all liftsand lead of 1000 metres <br> Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means<br> |
| 47 | 15.4.AProviding and laying Pitching on slopes laid over prepared filter media includingboulder Stone/Boulder apron laid dry in front of toe of embankment complete as perdrawing and Technical specifications |
| 48 | 15.5Providing and laying Filter material underneath pitching in slopes complete as perdrawing and Technical specification |
| 49 | 9.2.BLaying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts onfirst-class bedding of granular material in a single row including fixing collar withcement mortar 1:2 but excluding excavation, protection works, backfilling, concreteand masonry works in headwalls and parapets. 1200 mm dia |
| 50 | 2.4.10.ARemoving all type of Hume Pipes and Stacking within a lead of 1000 metres includingEarthwork and Dismantling of Masonry Works - Up to 600 mm dia |
| 51 | OD81709/2024-2025Pillar for inscribing structure No. for culverts, bridges etc in reinforced cementconcrete M 15 grade of standard design, fixing in position including painting andprinting etc ( precast) |
| 52 | 2.5.2.ADismantling of flexible pavements and disposal of dismantled materials up to a lead of1000 metres, stacking serviceable and unserviceable materials separately<br>Bituminous course - By Mechanical Means<br> |
| 53 | OD110539/2024-2025Construction of granular fill as per drawing by providing graded material, spreading inuniform layers with excavator on a prepared surface, mixing by mix in-place methodwith rotavator at OMC, and compacting with a vibratory roller to achieve the desireddensity, complete as per clause 401 |
| 54 | OD78506/2024-2025Cutting and removing excess length of wooden piles to line and level etc.complete |
| 55 | OD78505/2024-2025Coconut Pile - Supplying and stacking well matured straight coconut post for drivingdown through various strata below bed level including cost of coveyance, labourcharges etc complete |
| 56 | OD78507/2024-2025Driving coconut pile to line and levels through soft to medium clay strata including allhire charges, labour charges and all other appliances necessary for driving down pileafter pointing the bottom end. Avg output 8 nos/day |
| 57 | BILL 6- Repair and Rehabilitation |
| 58 | OD75622/2024-2025Guniting the damaged part of slab after removing /old guniting /part of defectiveconcrete, cleaning the surface and exposed reinforcement throughly by sand blasting ,spraying with epoxy @ 0.67 Kg/sqm including cost of wire mesh farics 5cmx 5cmxNo10gauge in first layer of guniting complete as per drawings Techanical specificationsClause 2807 and as directed by Engineer . |
| 59 | OD75638/2024-2025Clearing of culvert vents and river/stream bed on U/S and D/S of culvert by removingdeposited debris, slit, soil and any other foreign material and including safe disposal ofremoved material as per technical specification section 300 based on the specification3.6.Excavation for roadwork in soil with hydraulic excavator |
| 60 | OD75646/2024-2025Repairs to loose boulder pitching/revetment to embankment slopes near abutments byremoval ,stacking of existing boulders and relaying stacked boulders properly afterincreasing height of earth fill around embankment as per Technical specificationsclause 2504 |
| 61 | 15.1.AProviding and laying boulders apron on river bed for protection against scour withstone boulders weighing not less than 40 kg each complete as per drawing andTechnical specification. Boulder Laid Dry Without Wire Crates. |
| 62 | OD75640/2024-2025Clearing and grubbing under culvert and in river/stream bed both U/S and D/S ofexisting culvert including uprooting rank vegetation, grass, bushes, shrubs, saplingsand trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material to be used or auctioned,up to a lead of 1000 metres including removal and disposal of top organic soil notexceeding 150 mm in thickness <br> In area of light jungle - By MechanicalMeans<br> |
| 63 | OD109648/2024-2025Providing ruled pointing in 1:3 Cement mortar in coursed rubble masonry inabutments, piers and wing walls complete as per clause 1405.6 of Technicalspecifications |
| 64 | 2.7Dismantling guard rails by manual means and disposal of dismantled material with alllifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceablematerials separately. |
| 65 | 14.6Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm, leavingadequate space between vertical post for expansion, complete as per approveddrawings and technical specifications. |
| 66 | 13.6Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete asper drawing and Technical Specifications |
| 67 | Sealing of cracks by injecting grout through nipples including cleaning the affected area complete as per Section 2800 |
| 68 | 16.7Sealing of crack / porous concrete with Epoxy Grout by injection through nipplescomplete as per clause 2803.1 |
| 69 | 16.5.BSealing of cracks/porous concrete by injection process through nipples/Groutingcomplete as per Technical Specification Cement Mortar (1:1) Grouting |
| 70 | 16.4Providing and inserting nipples with approved fixing compound after drilling holes forgrouting as per Technical Specifications including subsequent cutting/removal andsealing of the hole as necessary of nipples after completion of grouting withCement/Epoxy |
| 71 | OD110748/2024-2025Protective surface coating of concrete by acrylic estastomeric coating to inhibit theingress of chlorides or carbon dioxide. As per Technical specification Clause 2808 |
| 72 | 16.9Removal of defective concrete, cleaning the surface thoroughly, applying the shotcretemixture mechanically with compressed air under pressure, comprising of cement,sand, coarse aggregates, water and quick setting compound in the proportion as perclause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS:9012 respectively, water-cement ratio ranging from 0.35 to 0.50, density of gunite notless than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming toclause 2807.6. |
| 73 | 16.6Patching of damaged concrete surface with polymer concrete and curing compounds,initiator and promoter, available in present formulations, to be applied as perinstructions of manufacturer and as approved by the Engineer. |
| 74 | 16.11Eproxy bonding of new concrete to old concrete |
| 75 | 8.8Painting two coats after filling the surface with synthetic enamel paint in all shades onnew plastered concrete surfaces |
| 76 | 16.22Repair of RCC Railing : Carrying out repair of RCC m30 railing to bring it to theoriginal shape. |
| 77 | BILL 7- Drainage and Protection works |
| 78 | Providing and constructing RCC Covered drain / Line drain complete as per drawing and Technical Specification Clause 309 |
| 79 | 12.1.B.1Earth work in excavation of foundation of structures as per drawing and technicalspecification, including setting out, construction of shoring and bracing, removal ofstumps and other deleterious matter, dressing of sides and bottom and backfilling withapproved material. <br> Ordinary Soil - Depth upto 3m - Mechanical Means<br> |
| 80 | 12.8.A.1Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing andTechnical Specifications. <br> PCC Grade M15 <br> |
| 81 | 12.8.E.2.1Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing andTechnical Specifications. <br> RCC Grade M25 - With Batching Plant, TransitMixer and Concrete Pump <br> |
| 82 | 13.6Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete asper drawing and Technical Specifications (For drain) |
| 83 | OD83946/2024-2025Providing inlet pipes of 150mm dia PVC pipe for draining out water from kerb face todrain complete as per drawing and as directed by the Engineer |
| 84 | OD83912/2024-2025Providing and fixing 150mmx150mm GI grating complete as per drawing andtechnical specifications. |
| 85 | OD109693/2024-2025Earth work excavation for construction of retaining wall as per drawing and technicalspecification, including setting out, removal of stumps and other deleterious matter,only for dressing of sides and bottom and back filling with approved material. in allkind of soil by mechanical means for all depth |
| 86 | Providing and constructing Plain cement concrete M10 grade in levelling course of DRM/ RRM complete as per drawing and technical specification clause 309 and sections 1500 and 1700. |
| 87 | OD109726/2024-2025Construction of dry lean cement concrete Sub- base over a prepared sub-grade withcoarse and fine aggregate conforming to IS: 383, the size of coarse aggregate notexceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation afterblending 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, concretestrength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported tosite, laid in line and level, compacting with 8-10 tonnes vibratory roller, finishing andcuring. |
| 88 | 13.8Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wingwall/return wall with 100 mm dia AC pipe, extending through the full width of thestructure with slope of 1V : 20H towards drawing foce.Complete as per drawing andTechnical Specifications |
| 89 | 13.6Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete asper drawing and Technical Specifications (For retaining wall) |
| 90 | OD81879/2024-2025Providing and laying plain/reinforced cement concrete coping grade M20 over DR/RRmasonry wall including formwork complete as per drawing and TechnicalSpecifications. PCC Grade M20 |
| 91 | Supplying and providing woven coir geo textile fabric of type H2M25(900gra,/sqm opening size 9x12 thickness, 7.16mm with wide width tensile strength 19.8 KN/m in machine direction,18.8 KN/m in cross machine direction and trains at failure of 27.63 in machine direction and 21.06% in cross machine direction in wrap direction right angle to the alignment of road formation with suitable laps as directed by the departmental officers at site |
| 92 | OD79209/2024-2025DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonrywith good quality blasted rubble including packing to compactness to lines and levelscost and conveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site |
| 93 | OD79208/2024-2025DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonrywith departmental rubble including packing to compactness to lines and levels costand conveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site |
| 94 | 13.4.ARandom Rubble Stone masonry (coursed/uncoursed) work in cement mortar 1:3 forsubstructure complete as per drawing and Technical Specifications |
| 95 | OD81935/2024-2025Random Rubble Stone masonry (coursed/uncoursed) work with departmental rubble incement mortar 1:3 for substructure complete as per drawing and TechnicalSpecifications |
| 96 | 2.4.4.BDismantling of existing structures like culverts, bridges, retaining walls and otherstructure comprising of masonry, cement concrete, wood work, steel work, includingT&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all liftsand lead of 1000 metres <br> Dismantling Stone Masonry - Rubble stonemasonry in cement mortar.<br> |
| 97 | 2.4.4.BDismantling of existing structures like culverts, bridges, retaining walls and otherstructure comprising of masonry, cement concrete, wood work, steel work, includingT&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all liftsand lead of 1000 metres <br> Dismantling Stone Masonry - Rubble stonemasonry in cement mortar.<br> |
| 98 | OD81870/2024-2025Construction of granular fill as per drawing by providing graded material, spreadingin uniform layers with excavator on a prepared surface, mixing by mix in-placemethod and compacting with a vibratory roller to achieve the desired density,complete as per clause 401. Grading V |
| 99 | OD79204/2024-2025Cutting and removing excess length of wooden piles to line and level etc.complete |
| 100 | OD79205/2024-2025Driving coconut pile to line and levels through soft to medium clay strata including allhire charges, labour charges and all other appliances necessary for driving down pileafter pointing the bottom end. Avg output 8 nos/day-mechanical means |
| 101 | OD79203/2024-2025Coconut Pile - Supplying and stacking well matured straight coconut post for drivingdown through various strata below bed level including cost of coveyance, labourcharges etc complete. |
| 102 | BILL 8- Road Markings and Signages |
| 103 | 8.16Reinforced cement concrete M-15 grade boundary pillars of standard design as perIRC:25-19767, fixed in position including finishing and lettering but excludingpainting |
| 104 | Providing and fixing Distance Indicator post including painting and printing etc all complete as per Technical Specification Clause 805. |
| 105 | 8.14.1Reinforced cement concrete M15 grade Kilometre stone of standard design as perIRC:8-1980, fixing in position including painting and printing etc. 5th Kilometre stone( precast) |
| 106 | 8.14.2Reinforces cement concrete M 15 grade Kilometre stone of standard design as perIRC:8-1980, fixing in position including painting and printing etc Ordinary kilometerstone ( precast) |
| 107 | OD81166/2024-2025Reinforces cement concrete M 15 grade 200m stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc ( precast) |
| 108 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over suitable primer and as per approved drawing and clause 801 including lettering symbols etc. |
| 109 | OD131462/2024-2025Providing and fixing of retro- reflectorised cautionary, mandatory and informatorysign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/aluminium composit material sheeting 4 mm thick with suitable back supporting frameof MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239firmly fixed to the ground by means of properly designed foundation with M 15 gradecement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level includingpainting all exposed surface with 2 coats of epoxy painting over suitable primer and asper approved drawing and clause 801 including lettering symbols etc. 60cmEquilateral triangle |
| 110 | 8.4a.8Retro-Reflectorised Traffic Signs (Type XI) : 75 cm octagon <br> Providing andfixing of retro- reflectorised cautionary, mandatory and informatory sign with 10 yearswarranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI microprismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminiumcomposit material sheeting 4 mm thick with suitable back supporting frame of MSangle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmlyfixed to the ground by means of properly designed foundation with M 15 grade cementconcrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level includingpainting all exposed surface with 2 coats of epoxy painting over suitable primer and asper approved drawing and clause 801 including lettering symbols etc. (Stop sign) |
| 111 | 8.4a.3Providing and fixing of retro- reflectorised cautionary, mandatory and informatorysign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/aluminium composit material sheeting 4 mm thick with suitable back supporting frameof MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239firmly fixed to the ground by means of properly designed foundation with M 15 gradecement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level includingpainting all exposed surface with 2 coats of epoxy painting over suitable primer and asper approved drawing and clause 801 including lettering symbols etc. <br> 60cm circular |
| 112 | State Route Marker/Direction sign |
| 113 | 8.5aDirection and Place Identification Signs upto 0.9 sqm Size Board (Type XI) Providingand fixing of direction and place identification retro-reflectorised sign with 10 yearswarranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI microprismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminiumcomposit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitableback supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NBconfirming to IS 1239 firmly fixed to the ground by means of properly designedfoundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cmbelow ground level including painting all exposed surface with 2 coats of epoxypainting over epoxy primer and as per approved drawing and clause 801 includinglettering symbols etc |
| 114 | 8.6aDirection and Place Identification Signs with size more than 0.9 sqm size Board (TypeXI) Providing and fixing of direction and place identification retro-reflectorised signwith 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 TypeXI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/aluminium composit material sheeting 4 mm thick with area exceeding 0.9 sqm, withsuitable back supporting frame of MS angle 40x40x6 and supported on suitablydesigned GI pipe pole not less than 50mm NB , 2 Nos. confirming to IS 1239, firmlyfixed to the ground by means of properly designed foundation with M 15 grade cementconcrete min size 45 cm x 45 cm x 60 cm, 60 mm below ground level includingpainting all exposed surface with 2 coats of epoxy painting over epoxy primer and asper approved drawing and clause 801 including lettering symbols etc. |
| 115 | OD109781/2024-2025Providing and fixing of retro- reflectorised cautionary, mandatory and informatorysign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/aluminium composit material sheeting 4 mm thick with suitable back supporting frameof MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239firmly fixed to the ground by means of properly designed foundation with M 15 gradecement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level includingpainting all exposed surface with 2 coats of epoxy painting over suitable primer and asper approved drawing and clause 801 including lettering symbols etc. - Flag typedirection sign |
| 116 | OD81163/2024-2025Providing and fixing of retro- reflectorised cautionary, mandatory and informatorysign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/aluminium composit material sheeting 4 mm thick with suitable back supporting frameof MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239firmly fixed to the ground by means of properly designed foundation with M 15 gradecement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level includingpainting all exposed surface with 2 coats of epoxy painting over suitable primer and asper approved drawing and clause 801 including lettering symbols etc. <br> 30cm x 90 cm rectangular - Hazard marker |
| 117 | OD81164/2024-2025Providing and fixing of retro- reflectorised cautionary, mandatory and informatorysign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/aluminium composit material sheeting 4 mm thick with suitable back supporting frameof MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239firmly fixed to the ground by means of properly designed foundation with M 15 gradecement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level includingpainting all exposed surface with 2 coats of epoxy painting over suitable primer and asper approved drawing and clause 801 including lettering symbols etc. <br> 45cm x 90 cm rectangular - Double hazard marker |
| 118 | OD131487/2024-2025Retro-Reflectorised Traffic Signs (Type XI) : 50cmx 60 cm rectangular <br>Providing and fixing of retro- reflectorised cautionary, mandatory and informatorysign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/aluminium composit material sheeting 4 mm thick with suitable back supporting frameof MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239firmly fixed to the ground by means of properly designed foundation with M 15 gradecement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level includingpainting all exposed surface with 2 coats of epoxy painting over suitable primer and asper approved drawing and clause 801 including lettering symbols etc. Chevron signboard |
| 119 | OD131488/2024-2025Providing and fixing of retro- reflectorised cautionary, mandatory and informatorysign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/aluminium composit material sheeting 4 mm thick with suitable back supporting frameof MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239firmly fixed to the ground by means of properly designed foundation with M 15 gradecement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level includingpainting all exposed surface with 2 coats of epoxy painting over suitable primer and asper approved drawing and clause 801 including lettering <br>80 mm x 60mmrectangular. Bus stop sign board |
| 120 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 .The finished surface to be level, uniform and free from streaks and holes.as per drawing and Technical specification 803 |
| 121 | OD131091/2024-2025Providing and laying of hot applied thermoplastic compound 2.5 mm thick includingreflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thethickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. Thefinished surface to be level, uniform, and free from streaks and holes. Centre line/edgeline/ transverse marking and any other markings |
| 122 | OD81169/2024-2025Providing and laying of hot applied thermoplastic compound 2.5 mm thick includingreflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thethickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. Thefinished surface to be level, uniform, and free from streaks and holes. Directionalarrows (Straight arrows) |
| 123 | OD81168/2024-2025Providing and laying of hot applied thermoplastic compound 2.5 mm thick includingreflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thethickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. Thefinished surface to be level, uniform, and free from streaks and holes. Left and rightturn arrows |
| 124 | OD81167/2024-2025Providing and laying of hot applied thermoplastic compound 2.5 mm thick includingreflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thethickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. Thefinished surface to be level, uniform, and free from streaks and holes. Straight andleft/right turn arrows |
| 125 | 8.35Providing and fixing reflective road studs (Raised Pavement Marker) of 'category A' made out of ASA/HIPS/ABS moulded body with shanks andconforming to ASTM D 4280, strong enough to support a load of more than 13.635 Twhen tested in accordance with ASTM D 4280, reflective panel confirming to ASTMD 788, and reflectivity conforming to clause 804.4. including installation, drilling,fixing with adhesive etc. with 2 years warranty for the road stud as well as for in fieldperformance as per clause 804.7.3<br> Road Markers/Road Stud with LenseReflector :- |
| 126 | 8.15Supplying and installation of delineator (Roadway indicators) posts 80- 100cm highabove ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top withminimum visibility of 300m with provisions to prevent edge lifting and vandalisam,and conforming to clause 806 , IRC-79 and the drawings including fixing to ground(The deleniator shall be of approved type as per specification) |
| 127 | OD81197/2024-2025Construction of cement concrete kerb with top and bottom width 50 and 250 mmrespectively, 200 mm high in M 20 grade PCC Using Concrete Mixer on M-10 gradefoundation 100 mm thick, foundation having 50 mm projection beyond kerb stone,kerb stone laid with kerb laying machine, foundation concrete laid manually, allcomplete as per clause 409 |
| 128 | 8.8Painting two coats after filling the surface with synthetic enamel paint in all shades onnew plastered concrete surfaces |
| 129 | 55.38aProviding and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed onStructural Steel c section 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 galvanisedby hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail tobe fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5mm, 330 mm long complete as per clause 811.3 |
| 130 | OD86572/2024-2025Construction of traffic hump as per IRC 99-2018, with BC-Grading II and tack coatchord length 3m as all completed as per engineer in charge |
| 131 | OD109820/2024-2025Supplying and laying interlocking tile 80mm or nearest size thickness, minimumstrength M40 including providing a layer of 6mm aggregate for 5cm thickness, thenlaying interlock cobbles in lines and levels as per the directions of the departmentalofficers at site inclusive of all cost & conveyance charges etc. complete. |
| 132 | 55.22Supplying and laying interlocking tile 100 mm or nearest size thickness, minimumstrength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, thenlaying interlock cobbles in lines and levels as per the directions of the departmentalofficers at site inclusive of all cost & conveyance charges etc.; complete. |
| 133 | OD110691/2024-2025Providing and laying sand bed as per drawing and as per engineer in charge |
| 134 | 12.8.1.C.1Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing andTechnical Specifications <br> RCC Grade M20 - Using Concrete Mixer<br> |
| 135 | 12.8.A.1Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing andTechnical Specifications. <br> PCC Grade M15 <br> |
| 136 | BILL 9- Bus Shelter |
| 137 | OD130205/2024-2025Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, including gettingout the excavated soil and disposal of surplus excavated soil as directed, within all liftand leads in all kinds of soil |
| 138 | POD130324/2024-2025Providing and laying in position cement concrete of specified grade excluding the costof centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarsesand : 8 graded stone aggregate 40 nominal size) |
| 139 | OD130325/2024-2025Centering and shuttering including strutting, etc. and removal of form for:Foundations,footings, bases of columns, etc for mass concrete |
| 140 | OD130445/2024-2025Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard,jointed with neat cement slurry mixed with pigment to match the shade of tiles,including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement |
| 141 | OD130352/2024-2025Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Alumini um sheets (each0.5mm thick). The aluminium composite panelcladding sheet shall be coil coated, with Kynar 500based PVDF / Lumiflon basedfluoropolymer resin coating of approved colour and shade on face # 1 and polymer(Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts,washers, cleats, weather silicone sealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-inCharge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. |
| 142 | OD130362/2024-2025Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%)total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpasteel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat15-18 microns using self drilling/self tapping screws complete:Gutter (600 mm overall girth) |
| 143 | OD130378/2024-2025Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and makingcurvature (wherever required) and fitting the same with necessary stainless steel nutsand bolts complete, i/c fixing the railing with necessary accessories & stainlesssteel dash fasteners, stainless steel bolts etc., of required size on the top of the floor orthe side of waist slab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall be consideredexcluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 144 | OD130443/2024-2025Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trussesetc., including cutting, hoisting, fixing position and applying a priming coat ofapproved steel primer, including welding and bolted with special shaped washers etc.complete including KSTP logo on top of bus shelter asdirected by engineer in charge.Hot finished seamless type tubes-50 mm square tubemain rafters, 40 mm square tube members. |
| 145 | OD130441/2024-2025Finishing with Epoxy paint (two or more coats) at all locations prepared and applied asper manufacturer's specifications including appropriate priming coat, preparationof surface, etc. complete.On concrete work |
| 146 | OD130437/2024-2025Demolishing existing bus shelter manually / by mechanical means including stackingof steel bars and disposal of unserviceable material with in all lead as per direction ofEngineer -in-Charge. |
| 147 | Bill 10- Maintenance during Construction |
| 148 | OD130437/2024-2025Demolishing existing bus shelter manually / by mechanical means including stackingof steel bars and disposal of unserviceable material with in all lead as per direction ofEngineer -in-Charge. |
| 149 | Billl 11- Temporary Diversion work |
| 150 | 3.17Construction of embankment with approved materials deposited at site from roadwaycutting and excavation from drain and foundation of other structures graded andcompacted to meet requirement of table 300-2 |
| 151 | 4.1.B.1Construction of granular sub-base by providing graded material, spreading in uniformlayers with a motor grader on a prepared surface, mixing by mix in-place method withrotavator at OMC, and compacting with a vibratory roller to achieve the desireddensity, complete as per clause 401. Grading-V - For sub-base cum drainage layer -Mix in Place Method |
| 152 | 4.12Providing, laying, spreading and compacting graded stone aggregate to Wet MixMacadam specification including premixing the Material with water at OMC inmechanical mix plant carriage of mixed Material by tipper to site, laying in uniformlayers with paver in sub- base / base course on well prepared surface and compactingwith vibratory roller to achieve the desired density. |
| 153 | 5.1.aProviding and applying primer coat with bitumen emulsion ( SS) on prepared surfaceof granular Base including clearing of road surface and spraying primer at the rate of0.70 - 1.0 kg/sqm using mechanical means |
| 154 | 5.2.bProviding and applying tack coat with bitumen emulsion (RS) using emulsion pressuredistributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surfacecleaned with mechanical broom. |
| 155 | 5.10.2.aProviding and laying of premix sand seal coat with HMP of appropriate capacity notless than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and bitumen(VG-30) 6.8 kg per 10 sqm |
| 156 | OD75327/2024-2025Construction of sub-grade and earthen shoulders with approved material deposited atsite from roadway cutting and excavation from drain all complete with all lifts &leads, transporting to site, spreading, grading to required slope and compacted to meetrequirement of table No. 300-2 as per technical specification clause 305 |
| 157 | 9.2.BLaying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first-class bedding of granular material in a single row including fixing collar withcement mortar 1:2 but excluding excavation, protection works, backfilling, concreteand masonry works in headwalls and parapets. 1200 mm dia |
| 158 | Bill 12- Electrical and Miscellaneous |
| 159 | Supply, installation, testing and commissioning of 8 M octagonal pole made of hot dip galvanized GI sheet 70mm top diameter,130mm bottom diameter thickness 3mm base plate dimensions of 200x200x16mm suitable for wind speed as per IS 875 part III single arm bracket 0.5mt including foundation bolt 4 nos fixed in new RCC foundation and junction box etc. complete 8 Meters |
| 160 | Supply, installation, testing and commissioning of10M octagonal pole made of hot dip galvanized GI sheet 70mm top diameter,175mm bottom diameter thickness 3mm base plate dimensions of 275x275x16mm suitable for wind speed as per IS 875-part III single arm bracket 0.5mt including foundation bolt 4 nos fixed in new RCC foundation and junction box etc. complete 10 Meters |
| 161 | Supply, installation, testing and commissioning of 150W LED street light output greater than 105lumen/W 4000 – 6000 K with IP66 protection LED chip make cree/lumilled/NIchea with power factor greater than .95 at full load internal surge protection upto 8 kV and Aluminium pressure die cast powder coated housing, acrylic cover complete with THD less than 10%, power factor greater than .98. RoHS complaint,duly wired up for use on 230V AC supply Driver compartment should be separately accessible for maintenance(LM 79 & 80 certificates from NABL accredited third party lab to be produced mentioning chip manufacturer) |
| 162 | Supply, installation, testing and commissioning of 200W LED street light output greater than 105lumen/W 4000 – 6000 K with IP66 protection LED chip make cree/lumilled/NIchea with power factor greater than .95 at full load internal surge protection upto 8 kV and Aluminium pressure die cast powder coated housing, acrylic cover complete with THD less than 10%, power factor greater than .98. RoHS complaint,duly wired up for use on 230V AC supply Driver compartment should be separately accessible for maintenance(LM 79 & 80 certificates from NABL accredited third party lab to be produced mentioning chip manufacturer) |
| 163 | Supply and laying of one number PVC insulated PVC sheathed armored aluminum power cable of 1.1KV grade of the following sizes in the existing RCC/HUME/STONE WARE/GI/DWC pipe as required. 4 core 16 sq.mm |
| 164 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I Wire in 15mm dia G.I pipe from earth electrode including connection with G.I thimble excavation and refilling as required. |
| 165 | Supplying, testing, installing and commissioning of 40mm HDPE pipe for underground cable laying |
| 166 | Supply, erection of8 way feeder pillar outdoor type panel complete with accessories and concrete foundation, service cable termination, testing and commissioning in complete |
| 167 | Fees to be remitted to Electrical Inspectorate/KSEB/meter testing lab/ fire & rescue service Department(Actual amount incurred for the above items will be reimbursed on production of original Receipts) |
| 168 | Earthing with G.I earth pipe 4.5 metre long,40mm dia. including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. |
| 169 | Bill 13- General Item |
| 170 | Vehicles running cost of fuel and POL for 3000 Km.and as per Technical specifications 122 |
| 171 | Maintenance of Type 2 Vehicles (Provided for Employer) including full comprehensive insurance, Driver\"s salary, repairs including replacement oftyres as required, services as per manufacturer’s recommendation etc.and as per Technical specification 122 |
| 172 | Bill 14- Environmental, Safety, Health Safety and EMP Cost |
| 173 | Resources allocated to ESHS management all completed as per Additional Specification Clause A-5 |
| 174 | ESHSE Manager having 10 years in designing and monitoring the implementation of ESHS management plans for construction works and In Similar Works Experience for 5 years |
| 175 | ESHS Supervisor (one ESHS supervisor for each shift on each Project Area, respecting the provisions of 4.1.3), total work experience 5 years including 1 year similar work experience |
| 176 | Community Liaison Officer having total experience 5 years [Fluency in local languages should be mandatory for this position] |
| 177 | Implementation of the Health and Safety Plan all completed as per Additional Specification Clause A-5 |
| 178 | Installation silt fencing for control sediment into nearby surface water bodies as listed in section 5.5.10.1 5.5.10.1 Contamination of Surface Water from Construction and Allied Activities of ESIA report, including regular maintenance for entire construction period and removal of those fence on completion of work near surface water bodies |
| 179 | Provide and maintenance of personal protective equipment including nosal mask for prohibition of spread of Covid-10, as required, to all personnel, visitors or third parties entering a Project Area are equipped with Personal Protection Equipment (PPE) pursuant to the practices and standards specified in ESHS Clause 9 |
| 180 | Medical Check Up - The Contractor shall organises medical check-ups carried out by a doctor or an appropriately qualified nurse for all Contractor’s Personnel prior to the initial mobilisation to the Project Area to check aptitude for the work.- 32.2. Hearing tests are conducted for the Contractor’s personnel exposed to noise levels above 80 dB(A) in order to establish initial audiograms. Annual test shall be carried out as per advise of the Engineer.- Covid-19 test to the Contractor\"s personal as and when required |
| 181 | Provide and maintain first-aid provisions on any work site, including: suitably stocked first-aid kits; a person, respectively an adequate number of staff appointed and trained to take charge of first-aid arrangements and ensure that staff and workers are informed about first-aid arrangements. |
| 182 | Accommodation, drinking water, meals and transportation of staff all completed as per Additional Specification Clause A-5 |
| 183 | Accommodation, drinking water, meals and transportation of staff(*)Contractor shall provide to his personnel safe drinking water at all project areas. The quantity and quality of this water complies with the standards of the World Health Organization at supply points |
| 184 | Provide and maintain accommodationfor non-resident Personnel in a camp or an alternative structure outside of the Project Areas, such as a hotel or rented house, will comply with the conditions of the present ESHS Sub-Clause in pursuance of Sub-Clause 6.6 of the CC. The quality of accommodation shall comply with ESHS clause 40.2 |
| 185 | Contractor provides meals at a reasonable cost or free of charge to its Contractor’s Personnel per shift in a canteen area and according to a procurement system which complies with the provisions of this ESHS Specifications Sub-Clause |
| 186 | Training and local recruitment management costs all completed as per Additional Specification Clause A-5 |
| 187 | Contractor shall organize training sessions for his personnel in two-folds: introductory sessions for starting work at the Project Area, and technical training as required in relation to the execution of the works as per ESHS Clause 8.3 and 8.5 |
| 188 | The Contractor will take out and maintain the necessary insurance to cover the cost of the sanitary repatriation of its Contractor’s Personnel |
| 189 | Protection of adjacent areas, biodiversity, prevention of erosion and wastewater management all completed as per Additional Specification Clause A-5 |
| 190 | Protection of adjacent areas,prevention of erosion and wastewater management - The Contractor shall take the necessary measures to ensure that pollution to air, water or land is prevented or, where this is not possible, reduced and mitigated as far as practicable during the construction phase. If required in the PA-ESMP the Contractor will develop a pollution prevention Plan for managing e.g. atmospheric emissions and dust, e.g. noise and vibrations, |
| 191 | Installation and maintenance of Oil Interceptor (refer schematic diagram at Annexure 8.4 of ESIA Report) for removal of oil and grease at vehicle wash bay |
| 192 | Sprinkling of water for suppression of dust all along the construction areas for the entire construction period |
| 193 | Traffic, noise and atmospheric emissions management, land take all completed as per Additional Specification Clause A-5 |
| 194 | Contractor shall carry out or contracting the monitoring of the effluent quality pursuant tothe present ESHS Specifications by external accredited agency for sampling and laboratory analysis and submit the analysis results the engineer. |
| 195 | Contractor shall carry out monitoring of environmental attributes of as per environmental monitoring plan for Construction phase. Plant site environmental monitoring - if it is part of mandatory consent/permit condition by KSPCB, it will not be payable under BOQ. |
| 196 | Ambient Air Quality |
| 197 | Surface Water Quality |
| 198 | Ground Water Quality |
| 199 | Noise Level |
| 200 | Soil Quality |
| 201 | Contractor shall carry out monitoring of environmental attributes of as per environmental monitoring plan for 1 year of operational phase/Defect Liability Period |
| 202 | Ambient Air Quality |
| 203 | Surface Water Quality |
| 204 | Ground Water Quality |
| 205 | Noise Level |
| 206 | Soil Quality |
| 207 | Waste and hazardous products management all completed as per Additional Specification Clause A-5 |
| 208 | Identifying, collecting, transporting and treating all waste produced on the Project Areas.. |
| 209 | Vegetation clearing and site rehabilitation all completed as per Additional Specification Clause A-5 |
| 210 | Site rehabilitation - the Contractor will rehabilitate all Project Areas and landscapes disturbed by the works, to their original condition where possible upon completion of construction and prior to the provisional acceptance of the works. Close collaboration with all statutory stakeholders will be conducted in cooperation with the Employer during the reinstatement. This will include all temporarily acquired sites including borrow areas, quarry areas, camp site, storage areas, diversions, etc. |
| 211 | Bill 15- Reconstruction of affected encroached structures within the COI as per ESMP |
| 212 | OD130663/2024-2025Earth work in excavation of foundation of structures as per drawing and technicalspecification, including setting out, removal of stumps and other deleterious matter,only for dressing of sides and bottom and back filling with approved material in alltypes of soil by mechanical means for all depth for compound wall |
| 213 | OD130819/2024-2025Dismantling of encroached structures comprising of masonry, cement concrete, woodwork, steel work etc wherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with all lifts and lead of1000 metres for encroached structures |
| 214 | 12.4Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate40 mm nominal size mechanically mixed, placed in foundation and compacted byvibration including curing for 14 days for compund wall |
| 215 | 12.7.BRandom Rubble Masonry (coursed/uncoursed ) Work in Cement Mortar 1:3 inFoundation complete as per Drawing and Technical Specifications for compound wall. |
| 216 | OD130878/2024-2025Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cmor nearest available size confirming to IS 2185 part I of 1979 for foundation and plinthwith thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete for compound wall |
| 217 | OD131005/2024-2025Plastering of compound wall using 12 mm cement plaster of mix: 1:4 ( 1 cement : 4fine sand) for compound wall |
| 218 | Bill No.16- Provisional Sum - Utility shifting - Shifting of obstructing utilities towards existing RoW (as per the details available from KSTP) for the approx. value of INR 3,63,67,797/- (excl. GST). The works shall be carried out as per the approved estimate by the utility agencies, in close coordination with utility agency and as per precaution / conditions stipulated by the agency all complete as per Technical Specification of bid document and utility agencies. |
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