Supply And Assignment Of Rescue Item At Various Tanks Of Water Resources Division Udaipur For Rainy Season 2022 S Hydraulic excavator/loader link jcb/poclain hitachi etc. with all accessories (for actul site working idle period) having capacity above 0.40, udaipur-Rajasthan

Supply And Assignment Of Rescue Item At Various Tanks Of Water Resources Division Udaipur For Rainy Season 2022 S Hydraulic excavator/loader link jcb/poclain hitachi etc. with all accessories (for actul site working idle period) having capacity above 0.40 & up to 0.75 cum 2 cost of Diesel 3 Pumping sets 10 to 16 H.P 4 cost of Diesel For Pumping sets 10 to 16 H.P 5 Tractor up to 40 H.p 6 cost of Diesel 7 Computer operator having nowledge of M.s office/Excel/Power point, without computer 8 InspectionVehicleswithdriversuch as Car/Jeep/Bolero or equivalent Model not older than 3 years (Two wheel drive) for offices having a district as their jurisdiction upto2000km per monthincludingPOL but excluding GST 9 Light vehicle Driver for jeep/car/station wagon etc. (Licence holder) (GradeI) 10 Labours (beldar/women coolie/chowkidar/water men /Earth dresser) 11 Munshi/survey Amin/ Density observer/ Record keeper/ Time keeper/ gate keeper / core observer / laboratory Assistant / Gauge Reader / Telephone Assistant Grade II 12 Supply of well stiched earth filled bags of cepacity weight not less then 40kg per bag at site etc. complete. Plastic bags 13 Labour charges for making coffer dam/ring bund (under flowing / stagnate water pool) by loading transporting earth filledcement bags dropping at required locations in water including lead up to 3 km and lift up to 8 meter from NSL complete excluding cost of empty cement bags. 14 Empty bag of 50kg capacity in good condition. Plastic/polythene 15 Watch & ward of office building after office hours 16 Painting standard type gauge at sitewith black ,red and white un washable paints including cost of lobar and material. 17 Random rubble stone masonry ( using R.R stones where 75 %stones to be not less then 15 cm in size in any direction and weighing not less then 23 kg) for foundestion including curing all leads of all construction materials including curing etc. complete. in cement sand mortar 1:6 18 Plaster in cement sand mortar 1:3 including racking of jaints smooth finishing & curing complete including all leads of all construction materials of thickness 20mm 19 Painting of Spillway gates,sluice gates, canal gates (both vertical or radial),stop loggates, exposed embeddedpartsandallun machined ferrous surface (hoist cylinders, cylinderheads, hydraulic piping,pipe fittings,bonnetcovers), exposed to water as per IS 14177,for which surface preparation by blast cleaningofclassBprimercoat (onecoat) of inorganiczinc silicate (preferably airless spray)or alternatively, twocoats of zincrichprimer(containingnotless than 85%zincon dryfilm) to givedryfilm thicknessof 70±5micron andfinish coat (two coats) of solvent less coal tar epoxy paint usingairlessspray to provide dry film thickness of 150±5micronper coats.Thus,totaldryfilmthickness of all the coats, includingprimercoating,shouldnot be less than350 microns, thiswillbeinclude expenseson mobilisation and demobilisationof equipments.Formaintenancepaintingthe surface preparation shall be done by appropriate hand and power tool cleaning,priorto hand power tool cleaning. Any heavy layer ofrust should be removed by chipping visible oil,grease, dirt and other foreign material be cleaned usingsolventslikecleanmineralspirits,xylol or white gasoline.After handand power tool cleaning the surface shouldbe cleaned ofloosedustanddebris and/or blastcleaned as laid downin para7.0of IScode 14177.Afterthesurface preparationtheprimerand finishingcoatsshallbecarriedoutasprovidedaboveforpaintingetc. complete. 20 Up to 1.5m height 21 Providing, Fabrication, machining with straightening work of Guide Tee, Track, Sealing frame,Leaf frame or any part of gates, complete as per drawing with testing, including cost of all materials, with machinery, labour, tools and tackles cutting, aligning, welding, finishing, cleaning etc., applying one coat of zinc rich epoxyprimerand two coats of cold applied coal tar epoxy paint, etc., complete as per specification sand approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. (A) Rate of work with all materials 22 ProvidingandLayinginpositionofCementconcreteNominalmix (1:1.5:3)includingleadsofallconstructionmaterials,curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 20 mm 23 Excavation including loading, unloading, disposal and dressing of excavated earthwithininitialleadof50mandliftupto1.5mincludingdressingof excavated area and dewatering wherever required complete in all respect Hard / dense soil 24 Earthworkinrough(borrowarea)excavationforembankmentsinhardsoil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (beforecompaction)andbreakingofclods,sortingofgrass,pebblesetc.and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatictyredrollertoobtaindrydensityofatleast98%of StandardProctorsdensitywithinitialliftof1.5m(Excludingchargesfor compactionandwatering)includingloadingandun-loadingwhereverrequired complete in all respect.. With lead beyond 250m and upto 750m (for average ½ km) 25 Supplying of M.S. reionforcement including labour charges for bending bindingandplacinginpositionallreinforcementasperdrawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars. 26 Centering and shuttering for piers, galleries, barrels,intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish) 27 Removalofslit/soil/earth,sand,pebbles,Malba,debris,rubbish,stone pebbles&obstructiondepositedincanalbeduptodesignlinegrade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed includingdewatering,loadingunloadinganddisposalatsuitableplaceas directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect For depth above 15 cms but upto 30cms having Lined Sectiondone under water & mud. 28 Loading , Unloading and Disposal of land slide soil / earth/ sand/ pebbles / malba/ debris / rubbish / stone pebbles / rock mass including breaking of big boulders (if required) within initial lead of 50 m and lift up to 1.50 m. Add extra over item 10 (a) for lead beyond 250m & upto 750m (for average 1/2Km). 29 Providing and fixing steel gate grating and grills made of angels, tees, squar bars of flat black pipe with holdfast and fitting complete as per design and drawing including cutting welding andfabrication with priming coat of red oxide.

INR 1000 /-

INR 95166.0 /-

INR 47.58 Lakhs /-

Name of Work: Supply and Assignment of Rescue Items at Various Tanks of Water Resources Division, Udaipur for Rainy Season 2022.

Sl. No.	Item Description
1	Hydraulic excavator/loader link jcb/poclain hitachi etc. with all accessories (for actul site working idle period) having capacity above 0.40 & up to 0.75 cum
2	cost of Diesel
3	Pumping sets 10 to 16 H.P
4	cost of Diesel For Pumping sets 10 to 16 H.P
5	Tractor up to 40 H.p
6	cost of Diesel
7	Computer operator having nowledge of M.s office/Excel/Power point, without computer
8	InspectionVehicleswithdriversuch as Car/Jeep/Bolero or equivalent Model not older than 3 years (Two wheel drive) for offices having a district as their jurisdiction upto2000km per monthincludingPOL but excluding GST
9	Light vehicle Driver for jeep/car/station wagon etc. (Licence holder) (GradeI)
10	Labours (beldar/women coolie/chowkidar/water men /Earth dresser)
11	Munshi/survey Amin/ Density observer/ Record keeper/ Time keeper/ gate keeper / core observer / laboratory Assistant / Gauge Reader / Telephone Assistant Grade II
12	Supply of well stiched earth filled bags of cepacity weight not less then 40kg per bag at site etc. complete. Plastic bags
13	Labour charges for making coffer dam/ring bund (under flowing / stagnate water pool) by loading transporting earth filledcement bags dropping at required locations in water including lead up to 3 km and lift up to 8 meter from NSL complete excluding cost of empty cement bags.
14	Empty bag of 50kg capacity in good condition. Plastic/polythene
15	Watch & ward of office building after office hours
16	Painting standard type gauge at sitewith black ,red and white un washable paints including cost of lobar and material.
17	Random rubble stone masonry ( using R.R stones where 75 %stones to be not less then 15 cm in size in any direction and weighing not less then 23 kg) for foundestion including curing all leads of all construction materials including curing etc. complete. in cement sand mortar 1:6
18	Plaster in cement sand mortar 1:3 including racking of jaints smooth finishing & curing complete including all leads of all construction materials of thickness 20mm
19	Painting of Spillway gates,sluice gates, canal gates (both vertical or radial),stop loggates, exposed embeddedpartsandallun machined ferrous surface (hoist cylinders, cylinderheads, hydraulic piping,pipe fittings,bonnetcovers), exposed to water as per IS 14177,for which surface preparation by blast cleaningofclass"B"primercoat (onecoat) of inorganiczinc silicate (preferably airless spray)or alternatively, twocoats of zincrichprimer(containingnotless than 85%zincon dryfilm) to givedryfilm thicknessof 70±5micron andfinish coat (two coats) of solvent less coal tar epoxy paint usingairlessspray to provide dry film thickness of 150±5micronper coats.Thus,totaldryfilmthickness of all the coats, includingprimercoating,shouldnot be less than350 microns, thiswillbeinclude expenseson mobilisation and demobilisationof equipments.Formaintenancepaintingthe surface preparation shall be done by appropriate hand and power tool cleaning,priorto hand power tool cleaning. Any heavy layer ofrust should be removed by chipping visible oil,grease, dirt and other foreign material be cleaned usingsolventslikecleanmineralspirits,xylol or white gasoline.After handand power tool cleaning the surface shouldbe cleaned ofloosedustanddebris and/or blastcleaned as laid downin para 7.0of IScode 14177.Afterthesurface preparationtheprimerand finishingcoatsshallbecarriedoutasprovidedaboveforpaintingetc. complete.
20	Up to 1.5m height
21	Providing, Fabrication, machining with straightening work of Guide Tee, Track, Sealing frame,Leaf frame or any part of gate"s, complete as per drawing with testing, including cost of all materials, with machinery, labour, tools and tackles cutting, aligning, welding, finishing, cleaning etc., applying one coat of zinc rich epoxyprimerand two coats of cold applied coal tar epoxy paint, etc., complete as per specification sand approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. (A) Rate of work with all materials
22	ProvidingandLayinginpositionofCementconcreteNominalmix (1:1.5:3)includingleadsofallconstructionmaterials,curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 20 mm
23	Excavation including loading, unloading, disposal and dressing of excavated earthwithininitialleadof50mandliftupto1.5mincludingdressingof excavated area and dewatering wherever required complete in all respect Hard / dense soil
24	Earthworkinrough(borrowarea)excavationforembankmentsinhardsoil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (beforecompaction)andbreakingofclods,sortingofgrass,pebblesetc.and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatictyredrollertoobtaindrydensityofatleast98%of StandardProctor"sdensitywithinitialliftof1.5m(Excludingchargesfor compactionandwatering)includingloadingandun-loadingwhereverrequired complete in all respect.. With lead beyond 250m and upto 750m (for average ½ km)
25	Supplying of M.S. reionforcement including labour charges for bending bindingandplacinginpositionallreinforcementasperdrawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars.
26	Centering and shuttering for piers, galleries, barrels,intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)
27	Removalofslit/soil/earth,sand,pebbles,"Malba",debris,rubbish,stone pebbles&obstructiondepositedincanalbeduptodesignlinegrade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed includingdewatering,loadingunloadinganddisposalatsuitableplaceas directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect For depth above 15 cms but upto 30cms having Lined Sectiondone under water & mud.
28	Loading , Unloading and Disposal of land slide soil / earth/ sand/ pebbles / malba/ debris / rubbish / stone pebbles / rock mass including breaking of big boulders (if required) within initial lead of 50 m and lift up to 1.50 m. Add extra over item 10 (a) for lead beyond 250m & upto 750m (for average 1/2Km).
29	Providing and fixing steel gate grating and grills made of angels, tees, squar bars of flat black pipe with holdfast and fitting complete as per design and drawing including cutting welding andfabrication with priming coat of red oxide.