View Bid Results For Washing Plant Tenders

We found 2194 Bid Results related to washing plant tenders. You can find Contractor details who won washing plant tenders along with contract details in Bid awards announcements section.

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Showing 1–44 of 2194 tenders matching your filters
Telangana View Result →
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3.
New and Renewable Energy #11454900 AOC
Bids Are invited for Title1 - Wall painting with acrylic emulsion paint , Title2 - Providing and applying white cement based , Title3 - Finishing walls with Acrylic Smooth exterior paint , Title4 - 15 mm cement plaster , Title5 - Neat cement punning , Title6 - Providing and fixing bright finished brass hanging type floor door stopper , Title7 - Painting with synthetic enamel , Title8 - Applying one coat of water thinnable cement primer , Title9 - 6mm cement plaster , Title10 - Providing and fixing Ist quality ceramic glazed wall tiles , Title11 - White washing with lime , Title12 - Clearing and stripping the site , Title13 - Supply and transport of earth , Title14 - Earth work in excavation , Title15 - Providing and laying in position specified grade of PCC , Title16 - Providing and laying in position specified grade of reinforced cement concrete , Title17 - Steel reinforcement , Title18 - Centering and shuttering , Title19 - Structural steel work riveted , Title20 - Providing and fixing ISI marked flush door shutters , Title21 - Providing and fixing concertina coil fencing , Title22 - With GI barbed wire , Title23 - Providing and fixing GI chain link fabric , Title24 - Removal of wet dry sludge , Title25 - Removal of existing damaged glass , Title26 - Welding by gas or electric plant , Title27 - Removal of existing damaged door , Title28 - Dismantling colour coated roofing Sheets , Title29 - Rectifying all defects causing leakage in pre coated iron profile roofing sheets , Title30 - Providing and fixing precoated galvanised iron profile sheets , Title31 - Demolishing RCC work by mechanical means , Title32 - Supplying and applying bituminous solution primer , Title33 - Random rubble masonry , Title34 - Brick work with common Fly ash bricks , Title35 - Providing and injecting chemical emulsion , Title36 - Half brick masonry , Title37 - Providing and fixing white vitreous china pedestal type water closet , Title38 - Providing and fixing wash basin , Title39 - Providing and fixing beveled edge mirror , Title40 - Providing and fixing CP brass bib cock , Title41 - Providing and fixing CP brass stop cock , Title42 - Providing and fixing water closet squatting pan , Title43 - Providing and laying Ceramic glazed floor tiles , Title44 - Providing and fixing on wall face un plasticised Rigid PVC SWR pipes , Title45 - Providing and placing on terrace polyethylene water storage tank , Title46 - Providing and fixing inposition collapsible steel shutters , Title47 - Providing and fixing PTMT pillar cock , Title48 - Providing and laying Bituminous concrete , Title49 - Sub-base course , Title50 - Base course , Title51 - Providing and fixing brass 100mm mortise latch an dlock with 6 levers , Title52 - Developing lawn , Title53 - 30 mm thick factory made Polyvinyl Chloride , Title54 - Providing and fixing GI chain link fabric , Title55 - Do GI Pipe 25m dia , Title56 - 32 mm dia nominal bore , Title57 - 50 mm dia nominal bore , Title58 - Providing and fixing false ceiling , Title59 - Supplying and filling in plinth , Title60 - Providing and laying dampproof course , Title61 - Finishing with Epoxy paint , Title62 - Providing fixing glass panes , Title63 - Providing and laying vitrified floor tiles , Title64 - Providing and laying Polished Granite stone , Title65 - Providing and fixing Stainless Steel , Title66 - Providing and fixing Stainless Steel 24 inch Towel Rod , Title67 - Providing and fixing of Overhead Shower , Title68 - Providing and fixing of Shower Arm Casted Chrome , Title69 - Providing and fixing with all fittings of Angle Cock , Title70 - Providing and fixing with all fitting of two way bib Cock , Title71 - Providing and fixing with all fitting of Float valve , Title72 - Constructing masonry Chamber , Title73 - Dry stone pitching , Title74 - Providing and fixing gun metal gate valve , Title75 - Providing and laying 60mm thick faciory made cement concrete interlocking paver block Total Quantity : 14934
Contract Date: Ref. Documents Contract Value : ₹ 34.73 Lakh
Boards / Undertakings / PSU No of Bidders 2
Andhra Pradesh View Result →
4.
Defence #11453217 AOC
Bids Are invited for Repair And Overhauling Service - Repair Of Heavy Duty Electrical Motor For Testing Bench; Repair Of Heavy Duty Electrical Motor For Testing Bench; Yes; Buyer Premises , Repair And Overhauling Service - Repair Of Crane Hydraulic Lifting Light Weight; Repair Of Crane Hydraulic Lifting Light Weight; Yes; Buyer Premises , Repair And Overhauling Service - Repair Of Alternator Test Bench; Repair Of Alternator Test Bench; Yes; Buyer Premises , Repair And Overhauling Service - Repair Of Solar Cctv Ptz Camera; Repair Of Solar Cctv Ptz Camera; Yes; Buyer Premises , Repair And Overhauling Service - Repair Of 2 Cold Water High Pressure Washing Plant; Repair Of 2 Cold Water High Pressure Washing Plant; Yes; Buyer Premises
Contract Date: Ref. Documents Contract Value : ₹ 41,290
Statutory Bodies & Commissions/Committees No of Bidders 3
Jammu and Kashmir View Result →
5.
Agriculture #11440265 Technical Bid
Tender For Contract Jobs Of Off-Season 2026.--1Chipping, Cleaning & Painting/White washing ofa.)Spray Pond & Injection Channels along with Injection house.b.)ETP with all equipments and channel from plant to ETP.2all equipments A.) Chipping, cleaning and painting of centrifugal station (all C/F Machine, & machinery pug mill, Magma mixture, gutters etc.) during off season 2026.b.)Chipping, cleaning and painting in drier house le, hoppers, grader, all sugar elevators, Sugar bins, power built machines, bag closure stiching machines, conveyour chains etc.3.4.Chipping, Cleaning & Painting white washing/Painting of all equipment of Clarification house (Juice Weighing scale, door, Oliver filters lime station, Sulphur furnances, juice sulphitor and syrup sulphitor along with related jobs.A.) Chipping, cleaning of top tube plates and bottom tube plates of all juice heaters, evaporators along with FFEs etc.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Cooperative No of Bidders 1
Haryana View Result →
6.
Coal and Mines #11438794 AOC
Providing 2 Nos New Borewells At Alp For Long Wall Panel,Air Chilling Plant,Washing Rooms And Canteen At Filter Bed Alp,Apa
Contract Date: Ref. Documents Contract Value : ₹ 2.38 Lakh
Government Departments No of Bidders 1
Telangana View Result →
7.
Road Transport and Highways #11438649 AOC
tender for Providing Cc Pavement Near Washing Plant In Bus Depot At Kothagudem In Bhadradri Kothagudem Dist
Contract Date: Ref. Documents Contract Value : ₹ 10.30 Lakh
Boards / Undertakings / PSU No of Bidders 1
Telangana View Result →
8.
Road Transport and Highways #11432882 AOC
Reconstruction Of Collapsed Compound Wall Behind Washing Plant And Depot Entrance At Bus Depot, Manuguru, Khammam Dist
Contract Date: Ref. Documents Contract Value : ₹ 14.49 Lakh
Boards / Undertakings / PSU No of Bidders 1
Telangana View Result →
9.
Public Administrative Department #11417770 Price Bid
Doing Civil Related Works In Akurdi Areas At Ward No.14 (For The Year 2025-26)-Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for thefoundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. Removing and Transporting excavated / demolished material within PCMC limit including loading, unloading, stacking the material as directed by Engineer-in-charge etc. complete. (For Lead 10.0 Km). Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (VSI sand finely washed etc ) Providing and laying in situ cement concrete of 1:2:4 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (VSI sand finely washed etc ) Providing and laying in situ Ready Mix cement concrete M-20 of trap / granite quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate Crushed sand VSI Grade) Providing fly ash brick masonry with conventional / S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete. Providing fly ash brick masonry with conventional/ S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete Lift 0.0 to 3.8 M Providing leak proof treatment by Injection grouting method to old floor without removing tiles of W.C., bath, with cement sand proportion of 1:1.5 and waterproofing compound at 2 Kilogram/bag of cement mixed in 35 liters of water including drilling holes in required position grouting with above mixed solution and ceiling etc. complete. Providing water proof bedding for flooring of Bath and WC 25 mm thick in C.M. 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs.500/- including ponding test etc. complete. Gound Floor Providing waterproof plaster in W.C. and bath 20 mm thick for dado in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 Kilogram. per bag of cement of approved make and manufacturer and curing (and filling joints of Nahani trap and any outlet by properly) etc. complete. Granular Sub Base Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material (Note- As per circular issued by Hon. city engineer PCMC , vide civil/CE/TS/23/16/2023.Date 21/04/2023 .Rate is reducedby 20% as material is brought from PCMCs C and waste processing plant.) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material Removing the tar or coba and disposing of the material as directed etc. complete. Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder to liquid (2:1) by weight covering 9 to 10 Square Metre /Kilogram with two coat using approved chemicals for masonry and concrete surface by brush covering 7 years guarantee on Stamp Papers etc. complete. Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. Ground Floor Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. Ground Floor Lift 0.0 to 3.8 M Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete /B.B.masonry and or tying by binding wire etc. complete. Ground floor Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete. Ground Floor Providing and laying ceramic tiles having size 30 cm. x 45 cm. confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. Providing leather finished polishing to Granite Stone slab by continuous grinding in 4 coats of different bits to receive rough and matt finish including buffing process before laying and fixing of stone as per drawing and design, including cleaning, washing and finishing etc. complete. Providing and fixing 1.5 mm thick polyvenyl venyl chloride flooring including leveling the base with white cement including pasting with appropriate material cleaning the surface etc. complete Providing and laying vitrified mirror / glossy finish tiles decorative type having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for flooring in requiredposition laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete. Ground Floor Providing and laying vitrified mirror / glossy finish tiles having size 590 mm to 605 mm x 590 mm to 605 mm of to 10 mm thickness and confirming to IS. 15622-2006 group Bla) of approved make, shade and pattern for dado and skirting in required position fixed in 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete Ground Floor Providing and laying vitrified matt fininsh tiles having size 590 mm to 605 mm x to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morar including neat cement float, filling joints, curing and cleaning etc. complete. Ground Floor Providing and laying Antiskid Ceramic tiles of approved quality of size 30 cm x 30 cm and confirming to IS 15622-2006 (Group-B IIA) for antiskid flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete. Providing and applying two coats of synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. Providing and applying melamine polish of required finish to the wood work by spray machine including knotting and preparing the even surface by scraping, applying French polish , scaffolding if required etc. complete. Note:The work to be executed on prior approval Superintending Engineer will be necessary. Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete. Providing and laying chequered tiles of approved quality of size 30 cm x 30 cm, confirming to corresponding S. for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete. Providing and applying two coats (exterior quality) of flat oil paint of approved colour and shade to the plastered surface in buildings and workshops including scaffolding if necessary, cleaning the surface and preparing surface etc. complete. (excluding primer coat) Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete. Ground Floor Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plaster surface including scaffolding, preparing the surface, applying the acrylic wall putti etc. complete. Ground Floor Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete. Ground Floor Providing and applying external raincoat painting with crack filling acrylic polymer based chemical compound coating to the external surface of walls to prevent water seepage in the masonry walls during monsoon added with required shade Steiner to give required shade to the surface in two coats. Including providing three coat of priming of polymer base primer including preparing surface scrapping the existing loose old paint, removing loose particles of sand on the surface opening and cleaning the cracksdeveloped in the external plaster, removing loose particles by chiseling, filling cracks by chemicals compound of approved make with proper penetration etc. Coating of Raincoat with the help of brush and as per instructions and specification given by manufacturer and with instruction from Engineer in- charge. Work shall be executed by certified applicator only and covering gurantee of 3 years on court stamp paper of Rs. 500/- and necessary testing etc. complete. Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. Lift 0.0 to 3.8 M Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not lessthan 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear) Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 x 9 x 3 mm minimum size, crossings of M.S. flats of size 18 x 5 mm T or E section for runner of minimum 40 x 6 mm size for flange, M.S. flat for top runner of minimum size 40 x 12 mm with roller wheels confirming to grade F.G. 150 fitted with snap headed rivets of minimum size 6 mm max. spacing of vertical channels be 100 mm enclosed gate position and clear space of 150 mm between two sets of crossingswith hold fasts, stoppers, spaces, handles, locking arrangement and one coat of red lead primer and oil painting etc. complete. (I.S. 105211983). Providing and fixing fiber glass reinforced polyster door shutter 30 mm thick as per IS 14856 (2000) (Reaffirmed 2006) without ventilator including chromium plated fixtures and fastening with chromium plated handles on both sides, etc complete Providing and fixing mild steel grill work for windows, ventilators etc. 20 Kilogram/ One Square Metre as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete. Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, oil painting two coats complete. Providing and fixing mild steel grill railing 20 Kilogram/sq.m with teak wood hand rail of size 75mm x 60 mm.and sill of 75mm.x 25 mm.and newel posts for staircases, including fabricating, fix-tures, erecting, painting the grill work with one coat of anti- corrosive paint and two coats of oil painting with approved colour and polishing the sill, hand rail and the newel post with french polish. Providing and fixing 40mm diameter and 1.5 mm thick Stainless steel hand railing in S.S.304 Grade including etc
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 6
Maharashtra View Result →
10.
Defence #11413644 Technical Bid
Tender For Repair And Maintenance Of Chs Alongwith Connected Items At Various Units At Bhimbat,Thasgam & Drass Under Ge Kargil.- 1 Dismantling The Existing Burner Assembly Of Heating Plant Of Capacity 2 Lakh Kcal/ Hr For Repairs And Replacement Of Coupling For Blower And Motor Of Burner Assembly And Refixing The Same Position Including Testing Complete All As Specified And Directed. 2 Dismantling The Existing Boiler Assembly Of Heating Plant Of Capacity 2 Lakh Kcal/ Hr For De- Carbonization , Descaling And Refractory Cement And Assemble The Same And Testing Complete All As Specified And Directed. 3 M&L For De- Carbonization Of Boiler Assembly Of Heating Plant Of Capacity 2 Lakh Kcal/ Hr By Using Brush And Vaccum Cleaner Complete All As Specified And Directed. 4 M&L For Descaling Of Boiler By Circulating The Descaling Chemical Using Circulating Pump Into The Boiler And Kept It For Approx 4 Hours For Descaling And Flushing Off The Chemical After Descaling Of Boiler Complete All As Specified And Directed. 5 M&L For Refractory Cement / Heat Resistance Cement Of Boiler Assembly Of Heating Plant Complete All As Specified And Directed. 6 S&F In Repair Of Ball Cock Valve Heavy Duty Made Out Of Brass Of Size 20Mm Complete All As Specified And Directed. 7 Supply And Fixing In Replacement Of Solenoid Valve Suitable For Burner Heating Plant Of Capacity 2 Lakhkcal/Hr Rapid Therm Boiler Complete All As Specified And Directed. 8 S&F In Repair Of Photo Cell Sensor Suitable For Burner Heating Plant Of Capacity 2 Lakhkcal/Hr Rapid Therm Boiler Make - Cofi Complete All As Specified And Directed. 9 S&F In Repair Hydraulic Pressure Gauge Showing Reading 0-20 Bar With Accuracy +/- 2.5% To Be Connected With 15 Mm Dia Gi Pipe Complete With Suitable Size Of Battery Complete All Accessories And Protection Cover. 10 S&F In Repair Digital Temperature Controller (Dtc) Suitable For Burner Heating Plant Of Capacity 2 Lakhkcal/Hr Rapid Therm Boiler Complete All As Specified And Directed. 11 Supply And Fixing In Replacement Of Ignition Electrode Suitable For Burner Heating Plant Of Capacity 2 Lakhkcal/Hr Rapid Therm Boiler Complete All As Specified And Directed. 12 Supply And Fixing In Replacement Of Igintion Transformer Suitable For Burner Heating Plant Of Capacity 2 Lakhkcal/Hr Rapid Therm Boiler Complete All As Specified And Directed. 13 Supply And Fixing In Replacement Of Fuel Feed Pump With Indicator Suitable For Burner Heating Plant Of Capacity 2 Lakhkcal/Hr Rapid Therm Boiler Complete All As Specified And Directed. 14 S&F In Repair Of Nozzel 60 Degree Complete All As Specified And Directed. Make : Danfoss Or Equivalents Make. 15 Replacement Of Old Unserviceable Minor Part For The Control Panel Including Repairing Of Wiring Etc As Per Existing, Complete All As Specified And Directed By Engr-In-Charge. 16 S&F In Repair On/Off Selector Switch With Indicator Suitable For Burner Heating Plant Of Capacity 2 Lakhkcal/Hr Rapid Therm Boiler Complete All As Specified And Directed. 17 S&F In Repair Thermostat Suitable For Burner Heating Plant Of Capacity 2 Lakhkcal/Hr Rapid Therm Boiler Complete All As Specified And Directed. 18 S&Fin Repair Sequence Controller Suitable For Burner Heating Plant Of Capacity 2 Lakhkcal/Hr Rapid Therm Boiler Complete All As Specified And Directed. 19 S&F In Repair Contactor 25A, 230V/440V Suitable For 2 Lakh Kcal Boiler Rapid Therm Boiler Including Testing Complete All As Specified And Directed. Make-L&T / Abb / Schnider 20 S&F In Repair Of Contactor 230/ 440V Including Testing Complete All As Specified And Directed. Make-L&T / Abb / Schnider 21 S&F In Repair Relay 4.5 - 7.5 Amps, 3 Phase, 50 Hz, 415 Volts Suitable For 2 Lakh Kcal Boiler Rapid Therm Boiler Including Testing Complete All As Specified And Directed. Make-L&T / Abb / Schnider 22 S&F In Repair Relay 6 - 10 Amps,3 Phase, 50Hz, 415 Volts Including Testing Complete All As Specified And Directed. Make-L&T / Abb / Schnider 23 S&F In Repair Diesel Filter Assembly With Drain Port Complete As Per Sample. 24 S&F In Repair Fuel Pipe For Burner As Per Sample. 25 M&L For Complete Rewinding Of Electric Motor Of Capacity 5 Hp 3 Phase 415 Volt With Super Enameled Copper Wire Of Superior Quality As Per Existing Gauge Including Varnishing, Insulating Material Complete All As Directed And Including Reassembling Fixing In Position Making Connection Testing, Commissioning & Transporting Complete All As Specified And Directed By Engr-In-Charge. 26 M&L For Complete Rewinding Of Electric Motor Of Capacity 1 Hp Single Phase 230 Volt With Super Enameled Copper Wire Of Superior Quality As Per Existing Gauge Including Varnishing, Insulating Material Complete All As Directed And Including Reassembling Fixing In Position Making Connection Testing, Commissioning & Transporting Complete All As Specified And Directed By Engr-In-Charge. 27 All As Per Item No 26 Above But Capacity 0.5 Hp Single Phase 230 Volts. 28 Repair Of Chimney 7Mtr High Complete With Welding Including Iron Pieces, Plates, Outlet Cover And Necessary Modification And Cleaning Complete Removal Of All Kinds Of Dust Both Internal And External Parts And Free From All Kind Of Dust/Dirty Spots Of Chimney, Complete All As Specified And Directed By Engr-In-Charge. 29 M&L For Elastomeric Nitrile Rubber Foam Insulation Sheet For Ducts Having Anti Microbial Properties Having Thickness 10 Mm With Suitable Adhesive Complete All As Specified. 30 Dismantling Of Unserviceable/Damaged Hepa Filters And Supply And Fixing Of Hepa Filters With Al Box And Flange Type Of Size 640 X 460 X 50 Mm With Frame Having Efficiency Of 3 Microns Complete All As Specified. 31 M&L For Cleaning Of Existing Hepa Filters With Pressurized Potable Water By Using Pressure Pump And Water Spray Gun, Dry The Filters With Compressed Air After Cleaning Complete All As Specified. 32 Supply And Topping Up Of Antifreeze (Coolant) Suitable For -35 To -40 Degree Celsius To Be Filled In Reservoir Tank For Central Heating System As Instructed By Engr-In-Charge. 33 S&F Of Threaded Thermometer Having Range -50 To +100 Degree Celsius With Accuracy +/-2.5% To Be Fixed On 15 Mm Dia Gi Pipe Complete With All Accessories. 34 M&L For Rewinding Of Ahu Blower Motor Cap 5 Hp And Testing After Repair Complete All As Specified. 35 M&L Charges For Servicing Of Air Handling Units Including Blower Cleaning, Balancing Of Blower Motor Pully Complete All As Specified. 36 S&F In Replacement Of Supply Air Diffuser Alongwith Collar Damper Of Size 600 X 600, Neck Size 450 X 4550Mm All As Specified. 37 M&L For General Maintenance, Inspection And Servicing Of Chiller Unit By (Make-Bluestar Model No. Xac2S-010R2) Cleaning Of Condenser And Evaporator Coils Of The Chiller Unit By Using Specialized Cleaning Solution And Pressure Washing, Inspections Of The Compressor And Water Pump For Leaks, Noise, And Proper Functionality, Verifying The Integrity Of Electrical Components, Including Wiring, Breakers And Sensors, Parts, Lubrication Of Moving Parts, Checking Of Any Refrigerant Leaks, Checking Performance Testing And Optimization. 38 M&L For Repair/Replacement Of Faulty Components, Fixing Any Refrigerant Leaks And Vaccum Testing And Performance Evaluation After Refilling, Replacement Of Worn Out Gaskets, Seal And O-Rings For Chiller Of Capacity 9.2 Tr Complete All As Specified And Directed. 39 Supply And Charging Of Refrigerant Gas R-407C As Per Existing For Chiller Of Capacity 9.2 Tr And Testing After Charging Complete All As Specified And Directed. 40 Supply And Topping Up Of Compressor Oil As Per Existing Grade Suitable For 9.2 Tr Capacity Chiller Complete All As Specified And Directed. 41 Supply, Installation, Testing In Replacement Of Hermetic Type Scroll Compressor Unit , Suitable For 9.2 Tr Capacity Chiller Unit (Make-Bluestar Model No. Xac2S-010R2) Including Brazing And With Necessary Nuts And Bolts, Copper Filter, Capillary Etc Complete All As Specified And Directed . Note: Compressor Will Be Purchased With Guarantee Period And Must Be Company Sealed. Make : Bluestar/Godrej / Lg Or Equivalent. 42 S&F In Replacement Of Expansion Valve As Per Sample Suitable For 9.2 Tr Capacity Chiller Complete All As Specified And Directed. 43 S&F In Replacement Of Filters & Driers As Per Sample Suitable For 9.2 Tr Capacity Chiller Complete All As Specified And Directed. 44 S&F In Replacement Of Pressure Switches As Per Sample Suitable For 9.2 Tr Capacity Chiller Complete All As Specified And Directed. 45 S&F In Replacement Of Control Relays As Per Sample Suitable For 9.2 Tr Capacity Chiller Complete All As Specified And Directed. 46 S&F In Replacement Of Fan Motor Of Cooling Tower As Per Sample Suitable For 9.2 Tr Capacity Chiller Complete All As Specified And Directed. 47 S&F In Replacement Of Temperature Controller As Per Sample Suitable For 9.2 Tr Capacity Chiller Complete All As Specified And Directed. 48 Dismantling The Existing Burner Assembly Of Oil Fired Hot Water Boiler Of Capacity 30000 Kcal/ Hr For Repairs And Replacement Of Coupling For Blower And Motor Of Burner Assembly And Refixing The Same Position Including Testing Complete All As Specified And Directed By Engr-In-Charge. 49 Dismantling The Existing Boiler Assembly Of Heating Plant Of Capacity 30000 Kcal/ Hr For De- Carbonization And Assemble The Same And Testing Complete All As Specified And Directed By Engr-In-Charge. 50 M&L For De- Carbonization Of Boiler Assembly Of Heating Plant Of Capacity Capacity 30000 Kcal/ Hr By Using Brush And Vaccum Cleaner Or Blower Complete All As Specified And Directed By Engr-In-Charge. 51 S&F In Repair Of Ball Cock Valve Heavy Duty Made Out Of Gun Metal Of Size 25Mm Complete All As Specified And Directed By Engr-In-Charge. 52 S&F In Repair Of Photo Cell Sensor Suitable For Burner Of Oil Fired Hot Water Boiler Of Capacity 30000 Kcal/ Hr Complete All As Specified And Directed By Engr-In-Charge. 53 S&F In Repair Dtc Suitable For Burner Of Oil Fired Hot Water Boiler Of Capacity 30000 Kcal/Hr Complete All As Specified And Directed By Engr-In-Charge. 54 Supply And Fixing In Replacement Of Ignition Electrode Suitable For Burner Of Oil Fired Hot Water Boiler Of Capacity 30000 Kcal/Hr Complete All As Specified And Directed By Engr-In-Charge. 55 Supply And Fixing In Replacement Of Igintion Transformer Suitable For Burner Of Oil Fired Hot Water Boiler Of Capacity 30000 Kcal/Hr Complete All As Specified And Directed By Engr-In-Charge. 56 Supply And Fixing In Replacement Of Fuel Feed Pump With Indicator Suitable For Burner Of Oil Fired Hot Water Boiler Of Capacity 30000 Kcal/Hr Complete All As Specified And Directed By Engr-In-Charge. 57 S&F In Repair Of Nozzel 60 Degree Suitable For Burner Of Oil Fired Hot Water Boiler Of Capacity 30000 Kcal/Hr Complete All As Specified And Directed By Engr-In-Charge. 58 S&F In Repair On/Off Selector Switch With Indicator Suitable For Burner Of Oil Fired Hot Water Boiler Of Capacity 30000 Kcal/Hr Complete All As Specified And Directed By Engr-In-Charge. 59 S&F In Repair Thermostat Suitable For Burner Of Oil Fired Hot Water Boiler Of Capacity 30000 Kcal/Hr Complete All As Specified And Directed By Engr-In-Charge. 60 S&Fin Repair Sequence Controller Suitable For Burner Of Oil Fired Hot Water Boiler Of Capacity 30000 Kcal/Hr Complete All As Specified And Directed By Engr-In-Charge. 61 S&Fin Repair Solenoid Valve Suitable For Burner Of Oil Fired Hot Water Boiler Of Capacity 30000 Kcal/Hr Complete All As Specified And Directed By Engr-In-Charge. 62 S&F In Replacement Of Chimney Exhaust Of 6 Inch Dia Made Of Auminium Sheet Including Bends And Outlet Cover Complete All As Specified And Directed By Engr-In-Charge. 63 Dismantling The Existing Radiator Unit Of Capacity From 3000 To 6000 K Cal Per Hour, Taking It To Nearest Workshop Cleaning The Complete Unit With Coil Shine Chemical, Detecting The Leakage Portion By Applying Nitrogen Gas Pressure, Brazing The Leakage Portion, Refixing The Same Unit From Dismantled Location Including Testing On Load Complete All As Directed At Site By Engineer-In- Charge. 64 Supply And Laying 3 Layer (Inner Antimicrobial, Outer Uv Stabilized) Isi Marked Is-15801 Pp-R Pipe And Pp-R Plain Fittings In Walls Or Laying In Floors Complete Of Size Outer Dia 25 Mm Including All Fittings (Surface Remitting Also Included). 65 S&F In Repair Of Ball Cock Valve Heavy Duty Made Out Of Brass Of Size 25Mm Complete All As Specified And Directed. 66 S & F In Replacement Thermostat Suitable For 126/165/195/310 Litres Capacity Refrigerators All As Directed. 67 Supply And Charging Of Refrigerant Gas As Per Existing For Refrigerator Of Capacity 126/165/195/310 And Deep Freezer Of Capacity 300/320/400/500 Ltr Capacity Including Testing After Application Of Nitrogen Gas Pressure To Find Out Any Leakage, Brazing And Stopping Of All Leakage Detected, Re-Application Of Nitorgen Pressure To Ensure Leak Proof Gas Circulator System Flushing Out The Nitrogen Gas Complete All As Specified And Directed. 68 S&F In Replacement Of Compressor Unit , Suitable For 165/195 Ltr Capacity Refrigerator Including Brazing And With Necessary Nuts And Bolts, Copper Filter, Capillary Etc Complete All As Specified And Directed . Note: Compressor Will Be Purchased With Guarantee Period And Must Be Company Sealed. Make : Godrej / Lg/ Bluestar. 69 S&F In Replacement Of Compressor Unit , Suitable For 126 Ltr Capacity Refrigerator Including Brazing And With Necessary Nuts And Bolts, Copper Filter, Capillary Etc Complete All As Specified And Directed . Note: Compressor Will Be Purchased With Guarantee Period And Must Be Company Sealed. Make : Godrej / Lg/ Bluestar. 70 S&F In Replacement Of Compressor Unit , Suitable For 310 Ltr Capacity Refrigerator Including Brazing And With Necessary Nuts And Bolts, Copper Filter, Capillary Etc Complete All As Specified And Directed . Note: Compressor Will Be Purchased With Guarantee Period And Must Be Company Sealed. Make : Godrej / Lg/ Bluestar. 71 S&F In Replacement Of Copper Capillary Tube With All Fittings For Refrigerator Of Cap 126/165/310 Ltr Complete All As Specified. 72 Repair To Voltage Stabilizer For Automatic Operation Single Phase Naturally Air Cooled, Indoor Type Designed For Output Variation Between 170 To 250 V With Output Voltage Stablized At 230 V With Accuracy Of +/- 2.5 % And Capacity 1 Kva And Making Connection With Ac Complete All As Specified & Directed. 73 Supply And Fixing In Replacement Of Water Heater Storage Single Phase 230 Volt 50 Ltrs Capacity Bee 5 Star Rated And Grouting 4 Nos Nut & Bolts 90 Mm Long 12Mm Dia On Wall For Fixing And Connection Pipes Including Taking Out Old Unsv Geyser Complete All As Specified. Make : Havells / Crompton/Bajaj/Racold. 74 Supply And Fixing In Replacement Of Water Heater Storage Single Phase 230 Volt 25 Ltrs Capacity Bee 5 Star Rated And Grouting 4 Nos Nut & Bolts 90 Mm Long 12Mm Dia On Wall For Fixing And Connection Pipes Including Taking Out Old Unsv Geyser Complete All As Specified. Make : Havells / Crompton/Bajaj/Racold. 75 M&L For Replacement Of Unservicible Inner Shell Made Of Stainless Steel 1.5Mm Thick Suitable For Geyser Inclusive Of Glass Wool As An Insulating Material For Geyser Of Capacity 25-50 Ltrs. 76 M&L For Replacement Of Thermostat For Geyser 0 To 80˚ C Complete All As Specified And As Directed By Engineer-In-Charge. 77 M&L For Flexible Pvc Connection Pipe For Geyser Of Length 1.5 Feet As Per Sample. 78 M&L For Replacement Of Pressure Release Valve For Geyser Of 25 Ltr Having Size 15Mm Dia. 79 M&L For Replacement Of Heating Element For 25 Ltr Geyser Capacity Round Type 1.5 Kw As Per Sample. 80 M&L For Replacement Of Heating Element For 25 Ltr Cap Triangle Type 1.5 Kw As Per Sample. 81 M&L For Replacement Of Geyser Assembly Suitable For 25 Ltr Geyser As Per Sample. 82 Repair And Replacement Of Kerosine Oil Batti Including Blower, Burner For Hammam 500 As Per Sample Complete All As Specified And Directed. 83 S&F Brass Tap Size15/20 Mm For Hamam As Per Sample Complete All As Specified And Directed. 84 M&L For Replacement Of Heating Element As Per Sample Suitable For 500Ltr Hammam As Per Sample. 85 S&F In Repair Of Compressor New Sealed Unit, Suitable For 300/320 Ltr Capacity Deep Freezer And Testing On Full Load Including Brazing And With Necessary Nuts And Bolts, Copper Filter, Capillary Etc Complete In All Respect Complete All As Specified And Directed By Engr-In-Charge.Note: Compressor Will Be Purchased With Guarantee Period And Must Be Company Sealed.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 16
Jammu And Kashmir View Result →
Uttar Pradesh View Result →
12.
Defence #11392800 Technical Bid
Tender for Demolition Of Brick Work /Stone Masonry/Pcc Block Masonry Built In Cement Mortar Of Any Description Complete All As Specified And As Directed , Taking Down Cement Plaster Of Any Description Hacking For Key Or Raking Out Joint On Old Brick Work/ Stone /Concrete Surface Etc Complete All As Specified And As Directed , Demolition Of Stone Slab And Tiles Incl Backing Coat Of Any Description Or Thickness In Floors, Aprons Etc (Laid Dry Or Laid Dry And Pointed) Etc Complete All As Specified And As Directed , Demolition Of Cement Concrete And Paving Not Exc 15 Cm Thick (Below Or Above Ground Level) Complete All As Specified And As Directed. , Demolition Of Reinforced Cement Concrete (Reinforcement Cut As Required To Facilitate Demolition) Of Any Description & In Any Position Not Specifically Provided For Complete All As Specified And As Directed , Dismantling Wrought Iron Or Mild Steel Work Of Any Description Not Otherwise Provided For Etc Complete All As Specified And As Directed , Dismantling Plain Or Corrugated Steel Sheeting Any Gauge Thickness Including Nanital Or Similar Pattern Roof Covering Complete All As Specified And As Directed , Demolition And Breaking Up Drain Pipes Up To 100 Mm Dia Bofe (Salt Glazed Ware, Ac Or Reinforced Concrete) Set In Cement Mortar Etc Complete All As Specified And As Directed , Material And Labour For Sand Filling Under Floors Or In Foundations Including Watering And Consolidation Under Bedding For Interlocking Tiles Etc Complete All As Specified And As Directed , Material And Labour For Plain Cement Concrete Type D-2 1:4:8 (With Using 40 Mm Graded Stone Aggregates) As In Foundations And Mass Concrete Etc Complete All As Specified And As Directed , Material And Labour For Cement Concrete Type 1:2:4 B-0, (Using 12.50 Mm Graded Stone Aggregate) As In Surface Channels And Drains Etc Complete All As Specified And Directed. , Material And Labour For Providing Cement Concrete Type 1:2:4 B 0 (12.50Mm Graded Stone Aggregate) In Copings, Leveling Concrete, Kerbs, Water Troughs And The Like Including Weathering, Slightly Rounded Or Chamfered Angles And Throating As Directed , Material And Labour For Precast Cement Concrete Type B1, 1:2:4 (Using 20 Mm Graded Stone Aggregate) As In Landings, Cover Slab (For Manholes Etc) And Similar Work Including Necessary Form Work And Set In Cm 1:6 Etc Complete All As Specified And Directed. , Material And Labour For Reinforced Cement Concrete (Nominal Mix) Type B-1 (1:2:4) With Using 20 Mm Graded Stone Aggregates As Columns, Pillars, Piers, Posts, Ftg, Etc Struts Etc Complete All As Specified And As Directed , Material And Labour For Providing 25Mm Thick Precast Cement Concrete Louvres Type B-0 , 1:2:4 (With Using 12.5 Mm Graded Stone Aggregaes) Set In Cm 1:6 As And Jallies, 25Mm Thick (Measured Solid), Including All Mouldings But Excluding Frame (Pre -Cast Frame Shall Be Measured Separately And Paid For Under Item) Etc Complete All As Specified And As Directed , Supply Only Water Proofing Compound. , Material And Labour For Brickwork (Old Size Brick) With Sub Class ‘B Bricks, Straight Or Curved On Plan Exc 6M Mean Radius Built In Cement Mortar 1:4 Etc Complete All As Specified And As Directed , Material And Labour For Brick Work With Sub Class B Bricks, Straight Or Curved On Plan Exc To Any Radius In Half Brick Thick Walls Built In Built In Cm 1:4 Complete All As Specifed And Directed , Material And Labour For 18 To 20Mm Thick Granite Granite Stone Slab (Of Any Type) Work (Table Rubbed And Polished) Granite (Of Any Type) Work For Wall Lining (Veneering To Wall) 12Mm Thick In Cement Mortar (1:3) And Pointing With White Cement (1:2) Using Marble Dust With Admixture Of Pigment To Match With Shade Of Granite Slab Including Grinding The Edges Half Round Etc Complete All As Specified And As Directed , Material And Labour For Formwork With Square / Rectangular Pillars, Posts, Struts, Piers, Columns And, Ftg Etc, Stanchions With Rough Finished Surface Of Concrete Etc Complete All As Specified And As Directed , Material And Labour Tmt Bar 10Mm Dia And Over Cut To Length Bent To Shape Required Including Cranking, Bending Spirally For Hoping For Columns Hooking Ends And Binding With & Including Mild Steel Wire (Annealed) Not Less Than 0.9Mm Dia Or Securing With Clips Complete All As Specified And As Directed , All As Per Item No 21 Above But 5Mm Dia And Over Upto And Including 10Mm Dia In Stirrups, Spacers And Binders Etc Complete All As Specified And As Directed , Material And Labour For Structural Steel Work With Rolled Mild Steel Sections As In Main And Cross Beams, Hip And Jack Rafters, Trusses, Purlins Where Connected To Common Rafters And Running Rails And Guides For Sliding Doors; Fixed With Angle Cleats Or Other Connecting Plates Conforming To Fe-290 (Gde E-165) Quality A Complete All As Specified And Directed. , Supply And Fix Pre-Painted Hot Dip Aluminium Zinc Alloy Metalic Coated Trapezoidal Profile Steel Sheet 0.50Mm Thick (Total Coated Thickness), Any Patteren Corresponding To Is 15965: 2012 Of Durability Class 3, Four (4) Coat Atmospheric Classification Category 3, Coating Class Az 150 Of An Approved Colour Havingb Yield Strength Of 550Mpa As In Roof Covering/Wall Cladding, Fixed With Self Tapping Screws As Complete All As Specified And As Directed. , Supply And Fix Pre-Painted Hot Dip Aluminium Zinc Alloy Metalic Coated Trapezoidal Profile Steel Sheet 0.50Mm Thick (Total Coated Thickness), Any Patteren Corresponding To Is 15965: 2012 Of Durability Class 3, Four (4) Coat Atmospheric Classification Category 3, Coating Class Az 150 Of An Approved Colour Havingb Yield Strength Of 550Mpa As In Roof Covering/Wall Cladding, Fixed With Self Tapping Screws As Specified And As Directed Note: To Be Executed For Provison Of Ridges And Hips, Valley Etc Complete All As Specifed And As Directed , Material And Labour For Machine Presssd Pre-Cast Concrete Interlocking Coloured Paving Block Of Glass Fibre Reinfoced Glossy Finished Vibro Compacted Any Shape And Size Confirming To Is-15658-2006 Of 60 Mm Thick, M-35 Grade To Match With Grey Cement And Pigment Etc Complete All As Specified And As Directed , Supply And Fix Exterior Grade, Coloured Glossy Finish Rubber Pressed, Cement Concrete Designer Chequered Tiles Of Size 30Cm X 30Cm X 25Mm Thick Set, Jointed And Pointed In Neat Cement Slurry With Grey Cement And Pigment To Match The Shade / Colour / Matrix Of Tiles Over Etc Complete All As Specified And Directed. , Material And Labour For Heavy Duty Parking Tiles Size 300Mm X 300 Mm X 10 Mm Thick White Cement And Pigments Of Approved Maked Jointed With Cement Slurry And Pointed With White Cement Mixed With Pigment To Match With The Tiles Complete All As Specified And Directed. , Material And Labour For Machine Cut Kota Stone Slab Flooring 20-25Mm Thick Over Cement Screed Base Laid And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Mirror Polishing Incl Cutting Edges Etc Etc Complete All As Specified And As Directed Complete All As Specified And As Directed , Material And Labour For Machine Cut Kota Stone Slab 18-20 Mm Thick In Riser Of Steps, Skirting, Dado And Pillar Laid Over Cement Screed And Jointed With Including 10Mm Thick Rendering In Cm 1:4 Etc Set And Jointed In Neat Cement Slurry Complete All As Specified And Directed. , Material And Labour For Screed Bed Or Bedding Layer Of Mortar 15 Mm Thick In Cm 1:6 For Laying Floor Finishes Etc Complete All As Specified And As Directed , Material And Labour For 100Mm Thick Cement Concrete 1:2:4 Type B-2 (Using 40Mm Graded Stone Aggregate ) As In Flooring, Hardstanding Complete All As Specified And Directed. , Material And Labour For 100 Mm Thick Plain Cement Concrete 1:4:8 Type D2 (Using 40Mm Graded Stone Aggregate) In Foundation, Floor Etc Complete All As Specified And Directed. , Material And Labour For 25 Mm Thick Plain Cement Concrete (1:2:4) Type B0 (Using 12.5 Mm Graded Crushed Stone Aggregate) As In Floor Finished Rough To Receive Tiles Complete All As Specified And As Directed. , Material And Labour For Rendering 15 Mm Thick In Cm (1:4) On Fair Faces Of Brick Work Or Concrete Surface Finsihed Even And Smooth (Without Using Extra Cement) Etc Complete All As Specified And As Directed , Material And Labour For Rendering For Ceiling 5 Mm Thick In Cm 1:3 On Fair Faces Of Brick Work Or Concrete Surface Finished Even And Smooth Without Using Extra Cement Etc Complete All As Specified And As Directed , Material And Labour For Rendering 15 Mm Thick In Cm (1:4) On Fair Faces Of Brick Work Or Concrete Surface Finsihed Even And Smooth (Without Using Extra Cement) Mixed With Water Proofing Compound As Per Manufacture Instruction Etc Complete All As Specified And As Directed Notes : Wpc Shall Be Measured And Paid Seperately , Material And Labour For Preparing New Plastered Surface Of Wall And Applying Two Coat Of Cement Base Paint Ove A Coat Of Cement Primer Etc Complete All As Specified And As Directed , Material And Labour For Preparation New Plastered Surface Of Wall And Applying Two Coats Of 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm/Litre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance (Apex Ultima), Dirt Resistance Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives @ 1.43 Litre/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/ 10 Sqm Over New Surfaces. Etc Complete All As Specified And As Directed , Material And Labour For Preparation Of Newly Plastered Surface Of Ceiling And Applying Three Coats Of White Wash Including Preparation Complete All As Specified And As Directed. , Complete Removal Exising Treatment By Means Of Wire Brushing, Sand Paper, Manually Or Mechanically Up To Visible Of Plastered Surface Incl Rubbing And Washing Etc Complete All As Specified And As Directed , Material And Labour For Preparation Of Old Plastered Surface Of Wall And Applying Two Coat Of Cement Base Paint Etc Complete All As Specified And As Directed , Material And Labour For Preparation Old Plastered Surface Of Wall And Applying Two Coats Of 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm/Litre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance (Apex Ultima), Dirt Resistance Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives @ 1.43 Litre/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/ 10 Sqm Over New Surfaces. Etc Complete All As Specified And As Directed , Material And Labour For Preparation New Of Previously Un Treated Steel And Iron Surface Of Any Description, Over 10 Cm In Width Or Girth , Not Otherwise Described And Painting With Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Etc Complete All As Specified And As Directed , Supply And Fix 110 Mm Pvc, Swr Pipes, Single Socketed In Any Length With Rubber Ring Joint Fixed To Walls/Floor Etc Etc Complete All As Specified And Directed , Supply And Fix 75 Mm Pvc, Swr Pipes, Single Socketed In Any Length With Rubber Ring Joint Fixed To Walls /Floor Etc Complete All As Specified And Directed , Supply And Fix Pvc Bends (Any Radius) Of 110Mm Dia With Access Door Etc Complete All As Specified And As Directed , Supply And Fix Pvc Bends (Any Radius) Of 75Mm Dia With Access Door Etc Complete All As Specified And As Directed , Material And Labour For Spraying Antiweed / Non Toxic Solution / Chemicals Containing Glyphosate As Per Manufacture Instructions And Removing The Weed Including The Roots After Ensuring Complete De-Germification Of Palnt/Weed And Cutting Down The Plant/Trees Off From Roof/Top Sides Of External Walls Of Bldgs, In Chajjas, Wall Junctions, Junctions Of Gi/Ci/Ac/Pvc Pipes And Taking Out Roots Entered In Wall/Slabs, Including Making Good The Surface Using Plain Cement Concrete 1:2:4 Type B1 Or Cement Mortar (1:2) Or Brick Work In Cm(1:4) Plastered With Cm(1:4) To Match With Existing Surface And Repairing The Pipes And Joints Which Was Affected By Cutting Down/Taking Out Process All As Specified And As Directed For Plants / Trees Located In The Buildings At Any Height Of Bldgs, Complete All As Specified And Directed. , Maintenance/Cleaning Of Masonry Of Concrete Drains ( Cross Sectional Area Not Exceeding 1.20 Sqm) By Desilting Of All Deposited Soil/Silts And Other Materials Including Removing All Vegetation From Side And Bottom Of Drains To A Distance Exceeding 250M And Not Exceeding 500M And Depositing In Layers Not Exceeding 25Cm Thick Complete To The Original Shape Of Drains And Free Flow Of Water And Complete All As Specified And Directed.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 3
Assam View Result →
13.
Road Transport and Highways #11382827 AOC
Relaying Of Damaged Cc Near Washing Plant And Entrance In Bus Depot Devarkonda, Nalgonda District
Contract Date: Ref. Documents Contract Value : ₹ 11.55 Lakh
Boards / Undertakings / PSU No of Bidders 1
Telangana View Result →
Kerala View Result →
15.
Coal and Mines #11349001 AOC
Cleaning Of Etp Plant And Washing Pits At Jvroc Project, Sathupalli, Kothagudem Area For The Two Years Period I.E., 2022-23 & 2023-24.
Contract Date: Ref. Documents Contract Value : ₹ 10.29 Lakh
Government Departments No of Bidders 1
Telangana View Result →
16.
Road Transport and Highways #11345611 Technical Bid
supply of general accessories items schedule no.195 ( annexure b) , haps and staple 3 , haps and staple 4 , plain washer 5/16 , plain washer 5/16-1/3 , plain washer 5/16-3/8 , washing brush for buses fiber quality , washing brush for buses premium quality (wooden handle should be provided) , water hose for car washer heavy duty with wire bride , air hose heavy duty with wire bride , clamp hose pipe sizes (1/2) , clamp hose pipe sizes (3/4) , clamp hose pipe sizes (1) , clamp hose pipe sizes (1.1/2) , clamp hose pipe sizes (1.3/4) , clamp hose pipe sizes (2) , clamp hose pipe sizes (2.1/2) , clamp hose pipe sizes (2.3/4) , clamp hose pipe sizes (3) , clamp hose pipe sizes (3.1/2) , clamp hose pipe sizes (3.3/4) , clamp hose pipe sizes (4) , tar felt in 20 met. length (isi mark). , mask tap 1.1/2 for panting purpose 2 , drilling screw 1/2” no.6 , drilling screw 3/4” no.6 , drilling screw 1” no.6 , drilling screw 1.1/2” no.6 , drilling screw 2” no.6 , drilling screw 1/2” no.8 , drilling screw 3/4” no.8 , drilling screw 1” no.8 , drilling screw 1.1/2” no.8 , drilling screw 2” no.8 , steel bolt with nylon nut 1.1/2x5/16 full thread. , steel bolt with nylon nut 4x5/16 full thread. , steel bolt with nylon nut 4x3/8 full thread. , steel bolt with nylon nut 25/16 full thread. , gland packing for chamber for tyre plant 61x45x8mm , reflective safety tape 2 red (as per recommendation of motor vehicle act) , reflective safety tape 2 yellow (as per recommendation of motor vehicle act) , convex belt 4 ply 2”x1.1/4” , door handle pvc 6 , window catcher small for deluxe buses , window catcher bolt type 16 swg. , window catcher marcopolo , glass catcher for jnnurm buses (dibbi type) , anticipator for mig welding , cotton stockinitee , liquid detergent , battery acid , hand gloves for bus washing man , gum boot for rainy season (bus washing man) , safety halmet , painter face mask
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Himachal Pradesh View Result →
Maharashtra View Result →
18.
Railways #11340630 AOC
Supply Of brush pad sets , brush pad sets for automatic coaches washing plant (acwp) as per annexure- a. [ warran ty period: 30 months after the date of delivery ] ]
Contract Date: Jun 24, 2026 Contract Value : ₹ 24.79 Lakh
Government Departments No of Bidders 1
Delhi View Result →
Jharkhand View Result →
20.
Agriculture #11339705 Technical Bid
supply of consumables for feed plants and meat plants under west bengal livestock development corporation limited, lb-2, sector-iii, salt lake city, kolkata-700106 for 2026-2027. , item wise boq boq_ver3.0 item wise normal inr only inr select, excess (+), less (-) tender inviting authority : managing director, west bengal livestock development corporation ltd. name of work : “supply of consumables for feed plants and meat plants under west bengal livestock development corporation limited, lb-2, sector-iii, salt lake city, kolkata-700106 for 2026-2027”. e-nit no.: wbard/wbldc/nit-1031e/2026-27 dated 13/05/2026 name of the bidder/ bidding firm / company : price schedule (this boq template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. bidders are allowed to enter the bidder name and values only ) number # text # text # number # text # number number text text # number # text# text # number # number number number number text text number number number number text text number number number number text text number number number number text text number number number number text text number number number # number # text text number # number # date number # number # text # sl. no. name of the stationery articles item code quantity unit per kg / piece / packet / box estimated rate in rs. p addition / deduction addition / deduction values currency convertion against each item quoted currency in inr / other currency basic rate in figures to be entered by the bidder in rs. p excise duty in rs. p gst in rs. p freight charges ( unloading & stacking) in rs. p any other taxes/duties/levies in rs. p make / brand iiird party i.e dgs&d / rites etc inspection charges @0.34%+service tax in rs. p less for cenvat credit,if any respect of supplies under full excise duty category in rs. p total amount without taxes in rs. p total amount with taxes in rs. p total amount in words , (list of articles as per annexure - a) , offer rate for biomass briquettes at kalyani feed milling plant , offer rate for biomass briquettes at siliguri cattle feed plant , offer rate for biomass briquettes at matigara poultry feed plant , offer rate for s.s make chain hand gloves for cutting of meat- standard size at haringhata meat plant , offer rate for s.s make chain hand gloves for cutting of meat- standard size at phansidewaa meat plant , offer rate for hand sealing machine at haringhata meat plant , offer rate for hand sealing machine at phansidewa meat plant , offer rate for s.s.knife ( meat cutting)-6” blade for haringhata meat plant , offer rate for s.s.knife ( meat cutting)-6” blade for phansidewa meat plant , offer rate teflon chopping board - 18 x 12 x 1.0, heavy duty, long lasting for haringhata meat plant , offer rate teflon chopping board - 18 x 12 x 1.0, heavy duty, long lasting for phansidewa meat plant , offer rate teflon chopping board - 18 x 12 x 2.5-3.0, heavy duty, long lasting for haringhata meat plant , offer rate teflon chopping board - 18 x 12 x 2.5-3.0, heavy duty, long lasting for phansidewa meat plant , offer rate for ball bearing grease ep 2 at siliguri cattle feed plant , offer rate for pvc crate washing liquid (50 ltr. jar) for haringhata meat plant , offer rate for pvc crate washing liquid (50 ltr. jar) for phansidewa meat plant , offer rate for liquid soap for surface cleaning of haringhata meat plant , offer rate for liquid soap for surface cleaning of phnasidewa meat plant total in figures 0.0 0.0 inr zero only 4.0 construction of chamber for 100mm sluice plates item5 10.0 nos quoted rate in figures select % 0.0 0.0 zero only quoted rate in words
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 14
West Bengal View Result →
21.
Defence #11337715 AOC
Bids Are invited for Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Defence Establishment; Upgradation Of Water Washing Facility; Service Provider
Contract Date: Ref. Documents Contract Value : ₹ 4.28 Lakh
Government Departments No of Bidders 6
Andhra Pradesh View Result →
22.
Defence #11337213 AOC
Bids Are invited for Dgeme Washing Plant Pump , Sand Blasting Machine , Hand Gloves , Mask With Cartridge , Overhead Protection Shed For Special Test Eqpt Shock Absorber For Tk T 90 Total Quantity : 91
Contract Date: Ref. Documents Contract Value : ₹ 1.78 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 3
Uttar Pradesh View Result →
23.
Public Administrative Department #11336961 Technical Bid
Tender for 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 Tech , Granular Sub-Base With Well Graded Material Providing, Laying And Spreading Material(Mix In Place) On A Prepared Sub Grade With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And To Form A Layer Of Sub-Base.400.1 , Wbm Grading 2 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 With 45 -63 Mm Stone Ballast As Per Technical Specification Clause 405) , Wbm Grading Iii 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 3 With 22.4 - 53 Mm Stone Ballast As Per Technical Specification Clause 405) , Providing And Applying Prime Coat With Emulsion Ss1 Using Bitumen Distributor The Prepared Granular Surfaces Including Cleaning Of Road Surface And Spraying Primer @ Rate Of 0.70-1.00 Kg /Sqm Using Mechanical Means As Per Technical Specification Clause 502. , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.275 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Providing, Laying And Rolling Of Open-Graded Premix Carpet (Surfacing) Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade 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 Type As Per Technical Specification Clause 508) (Used By Paver Finisher) , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C With Vg10 Bitumin As Per Technical Specification Clause 510. , Brick Edging On Both Side Of The Road Of First Class Brick 8Cm (3)Wide And 12Cm (4.5)Deep Laid With Mud Mortar Including Labour Supply Of Brick Finish To Required Template And Proper Aligment And Also Including Dressing And Ramming The Excavated Earth As Directed By Engineer In Charge Si.No 765 , Excavation In Foundation In Ordinary Soil, Loam, Clay Or Sand Including Lift Upto 1.5M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & Inside The Foundation Trenches Or Into The Plinth, Removal & Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30M From The Foundation Trenches. (Excluding Royalty ) As Per Sino. 251 , Cement Concrete With 4Cm Gauge Approved Stone Ballast Approved Coarse Sand And Cement In The Proportion Of 8;4:1 Including Supply Of All Material, Labour And T&P Etc.Required For Proper Completion Of The Work As Per Si.No.281 , First Class Brick Work In 1:4 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work.As Per Sino. 305 , Cement Concrete With 20Mm Gauge Approved Stone Grit, Approved Coarse Sand And Cement In Proportion Of 4:2:1 Including Supply Of All Material, Labour, And T&P With Mixure Machine And Vibrator Etc. Required For Proper Completion Of Work. As Per Sino. 279 (I) , White Washing Two Coat , Including Supply Of All Materials Labour & T&P Etc As Per Si No 671+672 , Struck Pointing With Cement Mortar Consisting Of One Part Cement And 2 Part Of Fine Sand Of 1.25 F.M On Brick Work Including Of All Material Labour And T&P Etc.Required For Proper Completion Of The Work As Per Si.No 574 , Supply Of Reinforced Cement Concrete Hume Pipe Np3 Class.Non Schedule Item No 5(I) , Laying And Fixing Of Reinforced Cement Concrete Hume Pipe Np3 Class.Non Schedule Item No 5A(I) , Supply & Fixing Of Informatory M.S. Sign. Board Size 1200X900mm Made Of 18 Gauge M.S. Sheet Fixed In Isa 40X40x5 Mm. Frame By Flat Iron 40X5mm. On All Four Sides Along With Two Vertical Post Of 2150Mm. Long From Bottom To Frame Of Angle Iron 40X40x5 Mm. With 150Mm. Horizontal Hold Fast At Bottom Braced With 40X5mm. Flat Iron 1980Mm. Long Electrically Welded And Painted With One Coat Of Redoxide Primer.Rates Sanction Se/Red Rs. 4200.00 Including Letter Writting.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
24.
Public Administrative Department #11330573 AOC
Engaging Of Jcbs Dozers And Tractors For Sanitation And White Washing To The Plants To The Kothakota Road Under Haritha Haram Programme 2021-22 In Wanaparthy Municipality
Contract Date: Ref. Documents Contract Value : ₹ 4.10 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
25.
Defence #11321248 AOC
Bids Are Invited For Automatic Car Washing Plant Alongwith Recycling Water Plant And Coverd Car Wash Shed. Total Quantity : 1
Contract Date: Ref. Documents Contract Value : ₹ 55.00 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 13
Jammu and Kashmir View Result →
26.
Railways #11318390 AOC
Bids Are Invited For Custom Bid For Services - Provision Of Subsidized Meal/ Food To The Running Staff , Custom Bid For Services - Provision Of Gas Cylinders For Preparation Of Meals , Custom Bid For Services - Provision Of Washing And Ironing Of Bed Sheets, Pillow Covers, Mosquito Nets, Blankets, Window Curtains And Door Curtains , Custom Bid For Services - Provision Of Materials For Cleaning And Housekeeping Work , Custom Bid For Services - Provision Of Pest Control Service, Bed Bug Treatment And Development Of Garden & Lawn Which Includes Supply Of New Plants, Pots/ Gamlas & Other Associated Materials , Custom Bid For Services - Supply Of 04 Newspaper Daily And 04 Magazines Weekly , Custom Bid For Services - Provision Of 02 Nos 250 Lph Ro On Hiring Basis For 2 Years, Stainless Steel Cutting Table And Installation & Fitting Of Gas Pipeline For Kitchen , Custom Bid For Services - Provision Of Manpower For Complete Management Of Running Room Covering Cooking & Serving Meals, Serving Call Book, Washing Of Linen And Serving The Same In Good Packing, Providing Hindi/ English Newspapers & Magazines, Clean..
Contract Date: Ref. Documents Contract Value : ₹ 3.84 Crore
Government Departments No of Bidders 23
Maharashtra View Result →
27.
Railways #11317901 AOC
Bids Are invited for Custom Bid For Services - Provision Of Subsidized Meal/ Food To The Running Staff , Custom Bid For Services - Provision Of Gas Cylinders For Preparation Of Meals , Custom Bid For Services - Provision Of Washing And Ironing Of Bed Sheets, Pillow Covers, Mosquito Nets, Blankets, Window Curtains And Door Curtains , Custom Bid For Services - Provision Of Materials For Cleaning And Housekeeping Work , Custom Bid For Services - Provision Of Pest Control Service, Bed Bug Treatment And Development Of Garden Lawn Which Includes Supply Of New Plants, Pots/ Gamlas Other Associated Materials , Custom Bid For Services - Supply Of 04 Newspaper Daily And 04 Magazines Weekly , Custom Bid For Services - Provision Of 02 Nos 250 Lph Ro On Hiring Basis For 2 Years, Stainless Steel Cutting Table And Installation Fitting Of Gas Pipeline For Kitchen , Custom Bid For Services - Provision Of Following Items For Kitchen Management And Overall Management Of Running Room , Custom Bid For Services - Provision Of Manpower For Complete Management Of Running Room Covering Cooking Serving Meals, Serving Call Book, Washing Of Linen And Serving The Same In Good Packing, Providing Hindi/ English Newspapers Magazines, Clean..
Contract Date: Ref. Documents Contract Value : ₹ 3.52 Crore
Government Departments No of Bidders 16
Maharashtra View Result →
28.
Road Transport and Highways #11298084 Price Bid
Tender for Patching Of Potholes By Draining Water, Cutting The Pothole Area To Rectangular Shape With Vertical Edges, Removing All Loose Materials, Screening And Stacking The Same For Reuse With New Materials As Per Requirement, Filling The Pothole Area With Additional Volume Of Crushed Stone Materials / Laterite / Jhama / Broken Shingles / Coated Stones Of Pakur Variety Etc. And Screenings As Applicable, And Compacting The Same With Static Roller As Per Water Bound Macadam Specification, Including Cost Of All Materials And Machineries. , Repairing Pot-Holes And Making Up Small Depressions With Ramming Or Power Rolling Including Screening, Cleaning Chips Or Metals And Washing, Drying As Necessary And Heating The Chips Or Metal Where Necessary, Cutting Pot Holes To Regular Shapes With Vertical Edges, Cleaning The Disintegrated Materials, Heating Matrix And Applying Tack Coat (Including Sides), Finishing The Top Of Repaired Surface Levelled With Adjoining Area, Including Cost And Carriage Of Stone Aggregates And Matrix, Excluding Cost Of Applying Tack Coat. [Tack Coat Is To Be Considered Separately] I) With Premixed Chips Or Bajrees With 54 Kg Of Bitumen Per M3 Of Loose Net Volume Of Stone Chips Using Concrete Mixer Machine. (The Payment Is To Be Made On The Basis Of Loose Net Volume Of Stone Materials Consumed In The Work) , Providing And Applying Tack Coat With Cationic Bitumen Emulsion Of Approved Grade Conforming To Is: 8887-1978 On The Prepared Surface Cleaned With Hydraulic Broom, Moistening The Surface Including Cost And Carriage Of Emulsion, Hire Charges Of Machinery And Labour, Cost Of Fuel And Lubricants All Complete As Per Clause 503 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). (I) On Bituminous Surface (Using Bitumen Emulsion At The Rate Of 0.20 To 0.30 Kg Per Sqm.) , (Ii) On Granular Surfaces Treated With Primer (Using Bitumen Emulsion At The Rate Of 0.25 To 0.30 Kg Per Sqm.) , Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 13.2 Mm (@ 0.018 M³ Per M²) And 11.2 Mm (@ 0.009 M³ Per M²) Size Stone Aggregates, Including Thoroughly Cleaning Of The Surface, Screening, Cleaning And Pre-Heating Stone Chips And Fully Pre-Coating The Same Either Using Viscosity Grade Paving Bitumen Or Cut-Back Or Emulsion, Carrying The Mixture By Any Suitable Arrangements, Laying The Mixture Uniformly Over The Surface, Including Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In Mobile Hot Mix Plant (Light Duty) And Thoroughly Rolling With A Smooth Wheeled Roller 8-10 Tonne Capacity, Finished To Required Level And Grades Including The Cost And Carriage Of Stone Chips And Matrix, Heating The Matrix, Preheating The Aggregates To Required Temperature And Including The Hire Charges Of Mobile Hot Mix Plant (Light Duty) And Other Machinery, Pay Of Operators, Cost Of Fuel And Lubricants Etc. Complete To Be Followed By Seal Coat Of Either Type A Or Type B As Per Technical Specification Clause 508 For Rural Roads Of Mord. (Including Tack Coat) , Providing And Laying Premixed Seal Coat (Type B) With Approved Quality Sand/Grit @ 0.6 M3/ 100 M2 And Bitumen Binder On Thoroughly Cleaned Black Top Surface Coated With Tack Coat, Including Heating And Mixing Cleaned Sand/Grit (100 % Passing Through 2.36 Mm Sieve And Retained On 180 Micron Sieve) Uniformly With Bitumen Binder, Laying And Spreading The Mix At An Uniform Rate Using Suitable Means, Brushing The Surface, If Necessary, To Ensure Uniformity, Followed By Rolling With Power Roller Including The Cost And Carriage Of Binder And Aggregates, Cost Of Heating The Binder And Aggregates And All Other Incidental Charges, Cost Of Fuel And Lubricants, Including Hire Charges Of Machineries, Tools & Plants Required For Construction And Quality Control Complete As Per Clause 511 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). Ii By Manual Means With Hot Bitumen Binder (@ 6.80 Kg / 10 Sqm.) , Providing And Applying Primer Coat With Cationic Bitumen Emulsion Of Approved Grade Conforming To Is: 8887-1978 And Requisite Quantity On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer Using Mechanical Means Including Cost And Carriage Of Bitumen Emulsion And All Other Incidental Costs Of Work Complete As Per Clause 502 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). , Gst @ 18%(Cgst 9% + Sgst 9%) Of Above , Labour Welfare Cess@1%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
West Bengal View Result →
29.
Road Transport and Highways #11298083 Price Bid
Tender for Repairing Pot-Holes And Making Up Small Depressions With Ramming Or Power Rolling Including Screening, Cleaning Chips Or Metals And Washing, Drying As Necessary And Heating The Chips Or Metal Where Necessary, Cutting Pot Holes To Regular Shapes With Vertical Edges, Cleaning The Disintegrated Materials, Heating Matrix And Applying Tack Coat (Including Sides), Finishing The Top Of Repaired Surface Levelled With Adjoining Area, Including Cost And Carriage Of Stone Aggregates And Matrix, Excluding Cost Of Applying Tack Coat. [Tack Coat Is To Be Considered Separately] I) With Premixed Chips Or Bajrees With 54 Kg Of Bitumen Per M3 Of Loose Net Volume Of Stone Chips Using Concrete Mixer Machine. (The Payment Is To Be Made On The Basis Of Loose Net Volume Of Stone Materials Consumed In The Work) Ii) Using Mobile Hot Mix Plant , Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 13.2 Mm (@ 0.018 M³ Per M²) And 11.2 Mm (@ 0.009 M³ Per M²) Size Stone Aggregates, Including Thoroughly Cleaning Of The Surface, Screening, Cleaning And Pre-Heating Stone Chips And Fully Pre-Coating The Same Either Using Viscosity Grade Paving Bitumen Or Cut-Back Or Emulsion, Carrying The Mixture By Any Suitable Arrangements, Laying The Mixture Uniformly Over The Surface, Including Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In Mobile Hot Mix Plant (Light Duty) And Thoroughly Rolling With A Smooth Wheeled Roller 8-10 Tonne Capacity, Finished To Required Level And Grades Including The Cost And Carriage Of Stone Chips And Matrix, Heating The Matrix, Preheating The Aggregates To Required Temperature And Including The Hire Charges Of Mobile Hot Mix Plant (Light Duty) And Other Machinery, Pay Of Operators, Cost Of Fuel And Lubricants Etc. Complete To Be Followed By Seal Coat Of Either Type A Or Type B As Per Technical Specification Clause 508 For Rural Roads Of Mord. , Providing And Laying Premixed Seal Coat (Type B) With Approved Quality Sand/Grit @ 0.6 M3/ 100 M2 And Bitumen Binder On Thoroughly Cleaned Black Top Surface Coated With Tack Coat, Including Heating And Mixing Cleaned Sand/Grit (100 % Passing Through 2.36 Mm Sieve And Retained On 180 Micron Sieve) Uniformly With Bitumen Binder, Laying And Spreading The Mix At An Uniform Rate Using Suitable Means, Brushing The Surface, If Necessary, To Ensure Uniformity, Followed By Rolling With Power Roller Including The Cost And Carriage Of Binder And Aggregates, Cost Of Heating The Binder And Aggregates And All Other Incidental Charges, Cost Of Fuel And Lubricants, Including Hire Charges Of Machineries, Tools & Plants Required For Construction And Quality Control Complete As Per Clause 511 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). Ii By Manual Means With Hot Bitumen Binder (@ 6.80 Kg / 10 Sqm.) , Providing And Applying Tack Coat With Cationic Bitumen Emulsion Of Approved Grade Conforming To Is: 8887-1978 On The Prepared Surface Cleaned With Hydraulic Broom, Moistening The Surface Including Cost And Carriage Of Emulsion, Hire Charges Of Machinery And Labour, Cost Of Fuel And Lubricants All Complete As Per Clause 503 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). (I) On Bituminous Surface (Using Bitumen Emulsion At The Rate Of 0.20 To 0.30 Kg Per Sqm.) , Gst @ 18%(Cgst 9% + Sgst 9%) Of Above , Labour Welfare Cess@1%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
West Bengal View Result →
30.
Road Transport and Highways #11298082 Price Bid
Tender for Patching Of Potholes By Draining Water, Cutting The Pothole Area To Rectangular Shape With Vertical Edges, Removing All Loose Materials, Screening And Stacking The Same For Reuse With New Materials As Per Requirement, Filling The Pothole Area With Additional Volume Of Crushed Stone Materials / Laterite / Jhama / Broken Shingles / Coated Stones Of Pakur Variety Etc. And Screenings As Applicable, And Compacting The Same With Static Roller As Per Water Bound Macadam Specification, Including Cost Of All Materials And Machineries. (Payment Is To Be Made On Loose Net Volume Of Aggregates) , Repairing Pot-Holes And Making Up Small Depressions With Ramming Or Power Rolling Including Screening, Cleaning Chips Or Metals And Washing, Drying As Necessary And Heating The Chips Or Metal Where Necessary, Cutting Pot Holes To Regular Shapes With Vertical Edges, Cleaning The Disintegrated Materials, Heating Matrix And Applying Tack Coat (Including Sides), Finishing The Top Of Repaired Surface Levelled With Adjoining Area, Including Cost And Carriage Of Stone Aggregates And Matrix, Excluding Cost Of Applying Tack Coat. [Tack Coat Is To Be Considered Separately] I) With Premixed Chips Or Bajrees With 54 Kg Of Bitumen Per M3 Of Loose Net Volume Of Stone Chips Using Concrete Mixer Machine. (The Payment Is To Be Made On The Basis Of Loose Net Volume Of Stone Materials Consumed In The Work) (Puncha Varity) , Providing And Applying Primer Coat With Cationic Bitumen Emulsion Of Approved Grade Conforming To Is: 8887-1978 And Requisite Quantity On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer Using Mechanical Means Including Cost And Carriage Of Bitumen Emulsion And All Other Incidental Costs Of Work Complete As Per Clause 502 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). (I) For Wbm / Wmm Surface: (With Primer @ 0.70-1.0 Kg/Sqm) , Providing And Applying Tack Coat With Cationic Bitumen Emulsion Of Approved Grade Conforming To Is: 8887-1978 On The Prepared Surface Cleaned With Hydraulic Broom, Moistening The Surface Including Cost And Carriage Of Emulsion, Hire Charges Of Machinery And Labour, Cost Of Fuel And Lubricants All Complete As Per Clause 503 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). (I) On Bituminous Surface (Using Bitumen Emulsion At The Rate Of 0.20 To 0.30 Kg Per Sqm.) , (Ii) On Granular Surfaces Treated With Primer (Using Bitumen Emulsion At The Rate Of 0.25 To 0.30 Kg Per Sqm.) , Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 13.2 Mm (@ 0.018 M³ Per M²) And 11.2 Mm (@ 0.009 M³ Per M²) Size Stone Aggregates, Including Thoroughly Cleaning Of The Surface, Screening, Cleaning And Pre-Heating Stone Chips And Fully Pre-Coating The Same Either Using Viscosity Grade Paving Bitumen Or Cut-Back Or Emulsion, Carrying The Mixture By Any Suitable Arrangements, Laying The Mixture Uniformly Over The Surface, Including Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In Mobile Hot Mix Plant (Light Duty) And Thoroughly Rolling With A Smooth Wheeled Roller 8-10 Tonne Capacity, Finished To Required Level And Grades Including The Cost And Carriage Of Stone Chips And Matrix, Heating The Matrix, Preheating The Aggregates To Required Temperature And Including The Hire Charges Of Mobile Hot Mix Plant (Light Duty) And Other Machinery, Pay Of Operators, Cost Of Fuel And Lubricants Etc. Complete To Be Followed By Seal Coat Of Either Type A Or Type B As Per Technical Specification Clause 508 For Rural Roads Of Mord. , Providing And Laying Premixed Seal Coat (Type B) With Approved Quality Sand/Grit @ 0.6 M3/ 100 M2 And Bitumen Binder On Thoroughly Cleaned Black Top Surface Coated With Tack Coat, Including Heating And Mixing Cleaned Sand/Grit (100 % Passing Through 2.36 Mm Sieve And Retained On 180 Micron Sieve) Uniformly With Bitumen Binder, Laying And Spreading The Mix At An Uniform Rate Using Suitable Means, Brushing The Surface, If Necessary, To Ensure Uniformity, Followed By Rolling With Power Roller Including The Cost And Carriage Of Binder And Aggregates, Cost Of Heating The Binder And Aggregates And All Other Incidental Charges, Cost Of Fuel And Lubricants, Including Hire Charges Of Machineries, Tools & Plants Required For Construction And Quality Control Complete As Per Clause 511 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). I By Manual Means (I) With Hot Bitumen Binder (@ 6.80 Kg / 10 Sqm.) , Gst @ 18%(Cgst 9% + Sgst 9%) Of Above , Labour Welfare Cess@1%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
West Bengal View Result →
31.
Public Administrative Department #11290947 Technical Bid
Tender for Cartage Of Malva, Silt, Sludge Kankar And Other Disposable Organic Material Etc. All Complete With Labour T&P Including Cartage Of 8 Km. (Chapter No.3 Si.No.8) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (1 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (2 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (3 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Earth Work In Filling In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 8Km. Form The Foundation Trenches Including Royalty@ 9.00 Per Cum. (Chapter No.4 Pwd.Sch.-253(A)+ Cptr No. 3 1 To 8 Km.) , Earth Work In Excavation In Foundation In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Earth Work In Excavation In Foundation In Ordinary Soil Mixed With Moorum Shingle Kankar Requiring The Use Of Special Tools And Plants Such A Pick Axes Subbals Etc. Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Extra For Earth Work In Embankment Mechanically Compacted To 98% Proctor Density Ln Ordinary Soil, Excavation To Be Done Form Of Regular Pits Not Exceeding 0.5Mtr In Depth And Work In Embankment To Be In 20Cm Layer Including Ramming And Dressing Pulverization Surfacing Including Supply Of Labour, T&P, Roller And Water Sprinkle , Back Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth: Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50M And Lift Upto 1.5 M Incl. Cost Of All Labor Complete As Per Specifications , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 1.50M To 3M. , Supply & Fixing 3.5Kg And Or As Specified By The Manufacture, Harderner In Trexim Concrete Per Sqm. , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 3.00M To 4.50M. , Cleaning Jungles Including Uprooting Of Trunk Vegetation Grass, Bushes, Wood Trees And Sapling Of Girth Upto 30Cm Measured At A Height Of 1 Meter Above Ground Level And Removal Of Rubbish Upto A Distance Of 50 Meters Out Side The Periphery Of Area Cleared. , Removal Of Silt For Nala/Nali In Liquid Mud Or Faul Position With Special T&P Including Lead 30M And Lift Up To 3.00M Etc. All Complete. (As Per Attached Sanctioned Rate Analysis) , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 4.50M To 6.00M. , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Lavels And Slops And Also Including 1.5 M Lift And 30 M Lead. The Earth In Form Of Cutting (B) To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge Etc. All Complete. (4-Chapter Si.No.3) , Sand Filling In Plinth Including Supply Of Necessary Quality Of Local Sand From A Distance Not Exceeding 8 Kms From The Site Of Work And Including Watering Dressing Etc.Required For Proper Completion Of Work (Chapter No.4 Si.No.6 ) , Providing And Laying Cement Concrete In 1:5:10 (1 Cement :5 Fine Sand 10 Stone Ballast 40 Mm Gauges) And Curing Complete, Including Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.1) , Providing And Laying Cement Concrete In 1:4:8 (1 Cement:4 Coarse Sand :8 Graded Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors (5-Chapter Sr.No.2) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand :6 Gladed Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.3) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand:6 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors. (5-Chapter Sr.No.5) , Providing And Laying Cement Concrete In 1:2:4 (1 Cement: 2 Coarse Sand :4 Graded Stone Aggregate 40 Mm Noffrinal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors..(5-Chapter Sr.No.6 Si.No..4.1.3) , Providing And Laying Cement Concrete In 1:1.5:3 (1Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors. (5-Chapter Sr.No.7) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement -All Work Up To Plinth Level: 1:2:4 (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete , Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Up To Plinth Leuel:1:2:4 In Raft Foundation (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Trp To Plinth Level : 1:1.5:3 (1 Cement:1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) Ch-S Si No- 5,1.2 , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete,Slab Including The Cost Of Centering, Shutterang, Finishing And Excluding Reinforcement - Above Plinth Level Upto Fifth Floor Lable : 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Above Plinth Level Upto Fifth (V) Floor Lable , Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Balconies, Shelves, Chajjas, Bands, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Including The Cost Of Centering, Shuttering, Finishing Exlcuding Reinforcement, With 1:1.5:3 In Heavier Beam (1 Cement: 1.5 Coarse Sand(Zone-Lll) : 3 Graded Stone). , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Work Up To Plinth Level (5-Chapter S.I. No.-16) , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Works Above Plinth Level Upto Floor V Level (5-Chapter S.I. No.-16) , Class-150 (Non Modular) Brick Work In 1:6 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work.. ( Chapter No. 06 Sr.No. 1) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Foundation And Plinth Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapter No. 06 Sr.No. 2) , Class-150 (Non Modular) Brick Work In 1 :4 Cement And Fine Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Only 80Mm Thick Wall). (Chapter No. 06 Sr.No.3) , Class-150 (Non Modula0 Brick Work In L:3 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Chapter No. 06 Sr.No.4) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. (Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand Mortor In Super Structure Above Plinth Level Upto Floor Five Level For Wall Thickness More Than 12Cm. Including Supply Of All Material, Labour And Tools And Plants Etc. All Complete. {Chapter No.6 Si.No.2+6} , Add Extra To Ltem No. 1 To 4 Above For Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 12Cm And Less. (Chapte No. 06 S.I. No. 2+4) , Add Extra To Ltem No. 1 To 4 Above But In Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 8Cm And Below. (Chapte No. 06 S.I. No. 2+4) , Providing And Laying Damp-Proof Course 40 Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.1} , Providing And Laying Damp-Proof Course 25 Mm Thick With Cement Concrete 1:2.4 (1 Cement : 2 Coarse Sand :4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.2} , Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Vg-10 Of Approved Quality Using 1.7K9 Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With Piece Of Cloth Lightly Soaked In Kerosene Oil.. {Chapter No.07 Si.No.3} , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (A) 35Mm Thick. (Chapter No.9 Si.No.1-9.21.1) , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (2) 30Mm Thick. (Chapter No.9 Si.No.1-9.21.2) , Providing & Fixing 1.00 Mm Thick Decorative High Pressure Laminated Sheet Of Plain/Wood Grain In Gloss/Matt/Suede Finish With High Density Protective Surface Layer And Reverse Side Of Adhesive Bonding Uality Conforming To Is : 2046 Type S, Including Cost Of Aadhesive Of Approved Quality. , Providing And Fixing Factory Made Panel Pvc Door Shutter Consisting Of Frame Made Out Of M.S. Tubes Of 19 Gauge Thickness And Size Of 19 Mm X 19 Mm For Styless And 15X15 Mm For Top & Bottom Rails. M.S. Frame Shall Have A Coat Of Steel Primers Of Approved Make And Manufacture. M.S. Frame Covered With 5 Mm Thick Heat Moulded Pvc C Channel Of Size 30 Mm Thickness, 70 Mm Width Out Of Which 50 Mm Shal Be Flat And 20 Mm Shalll Be Tapered In 45 Degree Angle On Both Sides Forming Styless And 5 Mm Thick, 95 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered In 45 Degree On The Inner Side To Form Top And Bottom Rail And 115 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered On Both Sides To Form Lock Rail And Lock Rails Shall Be Top, Bottom And Lock Rails Shall Be Provided Both Sides Of The Panel. 10 Mm (5 Mm X 2) Thick, 20 Mm Wide Cross Pvc Sheet Be Provided As Gap Insert For Top Rail & Bottom Rail. Paneling Of 5 Mm Thick Both Side Pvc Sheet To Be Fitted In The M.S. Frame Welded/Sealed To The Styles & Rails With 7 Mm (5 Mm + 2 Mm) Thick X 15 Mm Wide Pvc Sheet Beading On Inner Side, And Joined Together With Solvent Cement Adhesive. An Additional 5 Mm Thick Pvc Strip Of 20 Mm Width Is To Be Stuck On The Interrior Side Of The C Channel Using Pvc Solvent Adhesive Etc. Complete As Per Direction Of Engineer-In-Charge, Manufacturers Specification & Drawing.30 Mm Thick Pre Laminated Pvc Door Shutters , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Ls: 733 And Ls: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) :For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately). Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Ls: 1868, Minimum Anodic Coating Of Grade Ac 15) , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Ls: 733 And Ls: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) :For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately). Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item): With Float Glass Panes Of 4.0 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 5.5 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 8.0 Mm Thickness , Providing And Fixing Double Action Hydraulic Floor Spring Of Approved Brand And Manufacture Conforming To Is : 6315 , Having Brand Logo Embossed On The Body/ Plate With Double Spring Mechanism And Door Weight Upto 125 Kg, For Doors Including Cost Of Cutting Floors ,Embeding In Floors As Required And Making Good The Same Matching To The Existing Floor . Finishing And Cover Plates With Brass Pivot And Single Piece M.S. Sheet Outer Box With Slide Plate Etc. Complete As Per The Direction Of Entineer-In-Charge. With Stainless Steel Cover Plate Minimum 1.25 Mm Thickness. , Providing And Tixing Factory Made Upvc White Colour Casement/ Casement Cum Frxed Glazed Door Comprising Of Upvc Multi-L Chambered Frame. Sash And Mullion (Where Ever Required) Extrlcled Profiles Dl,Ly Reinforced With 1.60 T 0 2 Mm Thick I Galvalized Mild Steel Section Made From Roll Forming Process Of Iequrred Length {Shape & Size According To Upvc Profile), I Ldvc Extruded Glazing Beads Of Appropriate Dimension. Epdi\/L Gasket. Znc Alloy (White Powder Coated) 3D Hrnges And One Handle On Each Side Of Panels Along With Zinc Plated Mild Steel Rnulti Point Locking Having Transmission Gear, Cylinder With Keeps And One Sicle Key, G.L Fasteners 100 X I Mm Size For Fixing Frame To Finished Wall And Necessary Stainless Steel Screws Etc. Profile Of Frame & Sash Shall Be Mitred Cut And Fusion Welded At All Corners, Mullion (If Required) Shall Be Also Fusion Weldecl Including Drilling Of Holes For Fixing Hardwares And Drainage Of Water Etc. Afier Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealent Over Backer Rod Of Required Size And Of Approvecl Quality, All Complete As Per Approved Drawing & Cllrection Of Engineer-In-Charge. (Single I Double Glass Panes And Sllicon Sealent Shall Be Paid Separately) Note: For Upvc Frame, Sash And Mullion Extruded Profiles Minus 5% Tolerance In Dlrnension I.E. In Depth & Width Of Profile Shall Be Acceptable Variation In Profile Dimension In Higher Side Shall Be Accepted But No Extra Payment On This Account Shall Be Made. Casement Door With 3D Hinges Made Of (Big Series) Frame 67 X 64 Rm & Sasn 67 X 1 10 Mm Both Having Wall Thickness Of 2.3 I 0.2 ^Rr Ancl Single Glazing Bead / Double Glazing Bead Of Lappopiate D.Mersion. (Area Of Door Upto L2 00 Sqm). , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl Make. The Profile Shall Be Laminated On Both Sides, Made From Rigid Foam Sheets (Single Extruded) Having Density 600 Kg/Cum And The Exposed Edges Sealed With Pvc Edge Beading Of Same Shade And Colour. The Frame Shall Be Fire Retardent With Necessary Screw Holding Capacity. Frame Shall Be Fixed To Wall Using Expendable Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl Make. The Profile Shall Be Laminated On Both Sides, Made From Rigid Foam Sheets (Single Extruded) Having Density 600 Kg/Cum And The Exposed Edges Sealed With Pvc Edge Beading Of Same Shade And Colour. The Frame Shall Be Fire Retardent With Necessary Screw Holding Capacity. Frame Shall Be Fixed To Wall Using Expendable Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Structural Steel Work In Single Section, Fixed With Or Withoul Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting,Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required Heavy Size Such As Trusses Built , Providing And Fixing In Position Collapsible Steel Shutters With Vertical Channels 20X10x2 Mm And Braced With Flat Iron Diagonals 20X5 Mm Size, With Top And Bottom Rail Of T-Iron 40X40x6 Mm, With 40Mm Dia Steel Pulleys, Complete With Bolts, Nuts, Locking Arrangement, Stoppers, Handles, Including Apptying A Priming Coat Of Approved Steel Primer.(Chapter No.10 Si.No.4-10.3) , Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pjpe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Ls: 4454 - Part 1 And L\4.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover (Upto 10.00 Sqm).(Chapter No.10 Si.No.4-10.5) , Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pipe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Ls: 4454 - Part 1 And L\Il.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X,1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover Extra For Providing Mechanical Device Chain And Crank Operation For Operating Rolling Shutters. Exceeding 10.00 Sqm And Upto 16.80 Sqm/Above In The Area , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc, Complete. Hot Finished Welded Type Tubes , Supply And Fixing Stainless Steel (Grade 304) Ralling Made Of Hollow Tubes, Channels, Plates Etc. Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Steel Nuts And Bolts Complete. I/C Fixing The Ralling With Necessary Accessories & Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The 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 Considered Excluding Fixing Accessories Such As Nuts, Bolts Fasteners Etc.). (Chapter No.10 Si. No. 14 New) , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Galvanised M.S. Wire Gauze With 0.63 Mm Dia Wire And 1 .4 Mm Aperture On Both Sides , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Stainless Steel (Grade 304) Wire Gauze Of 0.5 Mm Dia Wire And 1.4 Mm Aperture On Both Sides , Painting Top Of Roofs With Bitumen Of Approved Quality @ 17Kg Per 10 Sqm Impregasted With A Cost Of Coarse Sand At 60 Codm Per 10 Sgm, Including Cleaning The Slab Surface With Keroseme Oil Complete : With Residual Type Petroleum Bitmen Of Grade Vg-10 , Providing And Laying Integral Cement Based Water Proofing Itreatment Including Preparation Of Surface As Required For Itreatment Of Roofs, Balconies, Terraces Etc Consisting Of Lfollowing Operations: (A) Applying A Slurry Coat Of Neat Cement Lusing 2.75 Kg/Sqm Of Cement Admixed With Water Proofing Lcompound Conforming To Ls. 2645 And Approved By I E Ng Ineer-In-Charge Over The Reinforced Cement Concrete Slab Including Adjoining Walls Lupto 300 Mm Height Including Cleaning The Surface Before Llreatment. B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 125 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 (1 L Cement : 5 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 (1 Cement :5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Ofjunctions Of Walls And Slabs. (C) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg/ Sqm Of Cement Admixed With Water Proofing Compound Conforming To Lb : 2645 And Approved By Engineer-In-Charge (D) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix L:4 (1 Cement :4 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Includlng Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finjshing The Surface With Lrowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep (E) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.All Above Operations To Be Done In Order And As Directed And Specified By The Engineer-In-Charge :Wth Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65Mm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 1.00 Mm Thick With Zinc Coating Not Less Than 275 Gm/Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 80 Mm Thick With Zinc Coating Not Less Than 275 Gm/ Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 0.63 Mm Thick With Zinc Coating Not Less Than 275 Gm/ M , Providing And Laying Six Courses Water Proofing Teatment With Bitumen Felt Over, Roofs Consisting Of First, Third And Llfth Course Of Blown Bitumen 85/25 Or 9O/15 Conforming To Ls : 702 Applied Hot @ 1.45, L.2O And 1.45 Kg Per Square Metre Of Area Respitively, Second And Fourth Courses Of Roofing Felt Lype 3 Grade I Conforming To Ls : 1322 (Hessian Based Self Flnished ;Itumen Felt) , Sixth And Final Course Of Stone Grit 6 Mm And Down Size Or Pea Sized Gravel Spread At 6 Cubic Decimeter Per Sqm Iniluding Preparation Of Surface But Excluding Grading, Complete. , 10 Cm Thick (Average) Mud Phaska Of Damped Brick Earth On Roofs Laid To Slope Consolidated And Plastered With 25 Mm Thick Mud Mortar Mixed With Bhusa @ 35 Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 (1 Clay: 1 Cow Dung) And Covered With Flat Tile Bricks, Grouted With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement And Finished Neat: With Common Burnt Clay F.P.S.(Non Modular) Brick Tile Of Class Designation 10 , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineerin-Charge) 0 50 Mm (+ 0.05 %) Total Coated Hickness With Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Icrons Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge, The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing And Fixing Precoated Galvanised Steel Sheet Roollng Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Ridges Plain (500 - 600Mm) , Providing And Fixing 12 Mm Thick Prelaminated Particle Board Flat Pressed Three Layer Or Graded Wood Particle Board Conforming To Ls: 12823 Grade Ltype Ll, In Anelling Fixed In Aluminum Doors, Windows Shutters And Partition Frames With C.P. Brass / Stainless Steel Screws Etc. Complete As Per Architectural Drawings And Directions Of Engineer-In-Charge.Pre-Laminated Particle Board With Decorative Lamination On One Side And Balancing Lamination On Other Side , Providing And Fixing 12 Mm Thick Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows (Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured). Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick. I\4Arine Plywood Conforming To Ls: 710 , Providing And Fixing Tiled False Ceiling Of Specilled Materials Of Size 595X595 Mm In Lrue Horizontal Level, Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanized Steel Sections ( Galvanlzed @ 120 Grams/ Sqtn, Both Side Inclusive) Consisting Of Main T Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38 Mm Made From 0.30 Mm Thick (Minimum) Sheet, Spaced At 1200 Mm Center To Center And Cross T Of Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet, 1200 Mm Long Spaced Between Main T At 600 Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross T Of Length 600 Mm And Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet To Be Interlocked At Middle Of The 1200X600 Mm Panel Lo Form Grids Of 600X600 Mm And Wall Angle Of Size 24X24x0.3 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Required Cutting/Making, Opening For Services Like Diffusers, Grills, Iight Fittings, Fixtures, Smoke Detectors Etc. Main T Runners To Be Suspended From Ceiling Using Gl Slotted Cleats Of Size 27 X 37 X 25 X1.6 Mm Fixed To Ceiling With 12.5 Mm Dia And 50 Mm Long Dash Fasteners, 4 Mm Gl Adjustable Rods With Galvanised Butterfly Level Clips Of Size 85 X 30 X 0.8 Mm Spaced At 1200 Mm Center To Center Along Main T, Bottom Exposed Width Of 24 Mm Of All T- Sections Shall Be Pre-Painted With Polyester Paint, All Complete For All Heights As Per Specifications, Drawings And As Directed By Engineer-In-Charge. Gl Metal Ceiling Lay In Plain Tegular Edge Global White Color Tiles Of Size 595X595 Mm, And 0.5 Mm Thick With 8 Mm Drop; Made Of G Lsheet Having Galvanizing Of 100 Gms/Sqm (Both Sides Inclusive) And Electro Statically Polyester Powder Coated Of Thickness 60 Microns (Minimum), Including Factory Painted After Bending , Providing And Fixing False Ceiling At All Heights With Integral Densified Calcium Silicate Reinforced With Fibre And Natural Filler False Ceiling Tiles Of Size 595X595mm Of Approved Texture, Design And Patterns Having Nrc (Noise Reduction Coefficient) Of 0.50 (Minimum) As Per Ls 8225:1987, Light Reflectance Of 85%(Minimum). Non Combustible As Per Bs:476 (Part-4), Fire Performance As Per Bsi476 (Part 6 &7), Humidity Resistance Of 100%, Thermal Conductivity 0.043 W/M K As Per Astm 518:1991,In True Horizontal Level Suspended On Inter- Locking Metal T-Grid Of Hot Dipped Galvanised Iron Section Of 0.33Mm Thick (Galvanized @ 120 Grams Per Sqm Including Both Sides) Comprising Of Main T Runners Of Size 24X38 Mm Of Length 3000 Mm, Cross - T Of Size 24X32 Mm Of Length 1200 Mm And Secondary Intermediate Cross-T Of Size 24X32 Mm Of Length 600Mm To Form Grid Module Of Size 600 X 600 Mm, Suspended From Ceiling Using Galvanised Mild Steel Items (Galvanizing @ 80 Grams Per Sqm) I.E. 50 Mm Long, I Mm Outer Diameter M-6 Dash Fasteners, 6 Mm Dia Fully Threaded Hanger Rod Upto1000 Mm Length And L-Shape Level Adjuster Of Size 85X25x25x2 Mm. Galvanised Iron Perimeter Wall Angle Of Size 24X24x0.40 Mm Ol Length 3000 Mm To Be Fixed On Periphery Wall / Partition With The Help Of Plastic Rawl Plugs At 460 Mm Center To Center And 40 Mm Long Dry Wall S.S Screws. The Work Shall Be Carried Out As Per Specifications, Drawing And As Per Directions Of The Engineer-Incharge. With 15 Mm Thick Tegular Edged Light Weight Calcium Silicate False Ceiling Tiles. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:6 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of 1:4 Cement & Fine Sand (Not Less Than In 1.25 Fm) Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:3 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:4 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 20 Mm Cement Plaster 1:3 (L Cement:3 Coarse Sand) Linished With A Floating Coat Of Neat Cement. , 20Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding Bomm. Ln Girth And Finished Even And Smooth , 6Mm Thick Celling Plaster 1:3 (1 Cement :3 Fine Sand) Cement & Fine Sand In F.M Not Less Than 1.25, 1:3 Including Chipping Of Reinforced Cement Concrete Surface Before Celing Plaster. The Cost Of Including At Material, Labor T&P And Scafolding Etc Complete. (Chapter No.13 Si.No.13) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Morlar1:4 (1 Cement: 4 Coarse Sand) , Supply/Fixing Chequerred 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 Mortar 1:4 (1 Cement: 4 Coarse Sand). Including 50Mm Thick Base With Concrete 1:4Rb Complete As Per E/L , Marble Tiles Stone Slabs 18 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With : Marble White Dhungriquality , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With: White Alebeta White Stone , Kota Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) : 25 Mm Thick , Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , 40 Mm Thick Fine Dressed Stone Flooring Over 20 Mm (Average) Thick Base Of Cement Moftar 1:5 (L Cement: 5 Coarse Sand)With Joints Finished Flush.Red Sand Stone , Prividing & Laying Ceramic Non Skid Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming Tq Ls : 15622 Of Approved Make In Colours Such As White, Lvory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Pointing The Ioints With White Cement And Matching Pigment Etc., Complete. , Providing & Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Ls : 15622 (Thickness To Be Specified By The Manufacturer )Of Approved Make In Atl Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-Incharge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Morta|L:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 33Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , Providing And Laying Vitrified Tiles 500X500mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providing And Laying Vitrified Tiles 600X600mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providlng And Laying Polished Granite Jet Black Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge.{Chapter No.14 Si.No.27} , Stone Work (Machine Cut Edges) For Wall Llning Etc. (Veneer Work) Upto10 Metre Height, Backing Filled With A Grout Of Avercge 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Polnting In White Cement Mortar 1:2 (1 White Cement R 2 Stone Dust) Wlth An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Plns Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Flne Dressed With Rough Backing. 30 Mm Thick , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. Including Curing The Cost Of All Material, Labour, T&P Etc. Complete. (Chapter No.15 Si.No.1) , Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Ofwork. , Finishing Walls With Water Proofing Cement Paint Of Required Shade : New Work (Two Or More Coats Applied @ 3.84 Kg/10 Sqm) Supply Of All Labour Material And T&P Requlred For Proper Completion Of Work. , Finishing Walls With Textured Exterior Paint Of Required Shade New Work (Two Or More Coats Applied @ 328 Ll Lo Sqm) Over And Including Priming Coat Of Exterior Primer Applied @ 2.20K9/10 Sqm Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade ; New Work (Two Or More Coat Applied @ 1.67 Llth) Sqm Over And Including Priming Coat Ofexterior Primer Applied @ 2 20 Kg/10 Sqm) Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/L0 Sqm Over An Under Coat Of Primer Applled @ O.B0 Ltr/10 Sqm Of Approved Brand And Manufacture. Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacturb Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Paint Of The Two Coat Over Primer Coat Wood Surface And Etc. All Complete.(15-Chapter Si.No.8+10+11) , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Upto 10 Cm In Width , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Of Work , Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade Two Or More Coats On New Work Includlng Cost Of All Materials, Labour T&P Etc. Required For Proper Completion Of Work Wood And Steel , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture , Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Distempering With 1St Quality Acrylic Distemper, Having Voc (Volatile Organic Compound) Content Less Than 50 Grams/ Litre, Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required, To Achieve Even Shade And Colour..One Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Distempering With 1St Quality Acrylic Distemper, Having Voc (Volatile Organic Compound) Content Less Than 50 Grams/ Litre, Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required, To Achieve Even Shade And Colour..Two Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Removing Dry Or Oil Bound Distemper, Water Proofing Cement Paint And The Like By Scrapping, Sand Papering And Preparing The Sudace Smooth Including Necessary Repairs To Scratches Etc. Complete. , Distempering With Lst Quality Acrylic Distember (Ready Mix) Having Voc Content Less Than 50 Grams/ Litre Of Approved Brand And Manufacture To Give An Even Shade:Old Work (One Or More Coats) , White Washing Wth Lime On Undecorated Wall Surface (One Coat) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , White Washing Wth Lime On Undecorated Wall Surface (Three Or More Coats) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , Colour Washing Such As Green, Blue And Other Coloures Or Buff To Give An Even Shade New Work Colour Washing (Two Coats) With A Base Coat Of White Washing With Limes Including Cost Of All T&P Other Complete Work. , Removing White Or Colour Wash By Scrapping And Sand Papering And Pteparing The Surface Smooth Including Necessary Repairs To Scratches Etc Complete , Demolishing Cement Concrete Manually Including Disposal Of Materialwithin 50 Metres Lead , Dismantling Reinforced Cement Concrete Or Reinforced Brick Work Including Stacking Of Materials As Directed By E/Ic With In A Distance Of 60 Meters (200 Feet). (17-Chapter Pwd. No.694) , Demolishing R.B. Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-Incharqe. , Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge In Cement Mortar. (17-Chapter Si.No.6) , Demolishing Stone Rubble Masonry Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Eng;Neer-In-Charge : Ln Lime Mortar , Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead Of Area 3 Sq. Metres And Below , Dismantling Steel Work In Single Sections Including Dismembering And Stacking Within 50 Metres Lead In: R.S. Joists , Dismantling Stone Slab Flooring Laid In Cement Mortar Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead. (17-Chapter Si.No.16) , Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Wlthin 50 Metres Lead. , Dismantling Of Old Interlocking Tiles Pavement Including Staking Of Serviceable Material And Disposal Of Unserviceable Material Within Lead Of 50M As Per Direction Of Engineer In Charge. (Ns) , Random Rubble Masonry 1:6 (1 Cement: 6 Coarse Sand), With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size).Upto Plinth Level With , Random Rubble Masonry 1:6 (1 Cement : 6 Coarse Sand), With Hard Stone In Superstructure Above Plinth Level And Upto Floor Five Level, Including Leveling Up With Cement Concrete 1:6:12 (L Cement:6 Coarse Sand:12 Graded Stone Aggregaie 20 Mm Nominal Size) At Window Sills, Ceiling Level And The Like , 30 Mm Red Sand Stone Sun-Shade (Chisel-Dressed) Supported On Red Sand Stone Brackets, Fixed In Walls With Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Finishing Complete. , Providing And Fixing Red Sand Stone Jali 40 Mm Thick Throughout In Cement Mortar 1R3 (1 Cement : 3 Coarse Sand), Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment, Matching The Stone Shade, Jali Slab Without Any Chamfers Etc , Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Fine Dressed With Rough Backing. 30 Mm Thick (Chapter No.18 Si.No.7) , Supply And Fixing 500 Liter Pvc. Sintex Water Tank Etc. All Complete. (19-Chapter Sr.No.2(C)) , Laying Brick Soling Layer On Prepared Sub-Grade With Brick On End Edging According To Lines, Graded And Cross-Section Shown On The Drawing Filling Joints With Sand And Earth, Spreading 25 Mm Thick Layer Of Earth Over Brick Soling, Watering And Rolliing The Same With Three Wheel Road Roller 80-100 Kn As Per Technical Specification Clause 412 , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Constuction Of Un-Reinforced, Plain Cement Concrete Avement Thickness As Per Disign, Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M-30 (Grade), Coarse And Fine Aggregate Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exeeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Acapacity And Apporopriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continous Aperation Including Provision Of Contraction, Expansion, Construction And Constructionl Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14 Days, Curing Comound (Where Apecified) And Water Finishing To Lines And Grade As Per Drawing And Technical And Technical Sepcification Clause 1501. (For Agra). (Chapter No.20 Si.No.12) , Construction Of Un-Reinforced, Plain Cement Concrete Pavement Over A Prepared Sub Base With Approve Grade Cement @ 400 Kg Per Cum, Coarse And Fine Aggregate Conforming To Ls 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With A Fixed Form Or Slip Form Paver, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Separation Membrane, Sealant Prim Er, Joint Sealant, Debonding Strip, Admixtures As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing For Agra , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work.80 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Coloured) , Re-Laying Of I Shaped Precast Interlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50Kg) Including 25Mm Thick Loacal Sand Base Levelling And Ressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Comlete Work. Including Vat (Chapter No.20 Si.No.19 New Item) , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe. (Lnternal Work - Exposed On Wall) 32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 40Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 50Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 15 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 20 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 25 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 32 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 40 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 62.50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 75 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 100 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 150 Mm Nonrinal Dia Pipes , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 15 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 20 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 25 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 32 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 40 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 50 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 15 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 20 Mm Dia Nominal Bore , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 60X60x75 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 90X90x100 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 120X120x100 Cm Lnside , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Ls : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required: W.C. Pan With Lsl Marked White Solid Plastic Seat And Lid , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Two Urinal Basins With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Three Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Four Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require: (White Vitreous China Wash Basin Size 630X450 Mm With A Pair Of 15 Mm C. P. Brass Pillar Taps) {Chapter No.24 Si.No.5A} , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 630X450 Mm With A Single 15 Mm C.P. Brass Pillar Tap , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 550X400 Mm With A Pajr Of 15 Mm C.P. Brass Pillar Taps , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Flat Back Wash Basin Size 550X400 Mm With Single 15 Mm C.P. Brass Pillartap , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union And Clamps (All In C.P. Brass) With Waste Fitting As Per Is: 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.6A) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350 Mm With White Pvc Automatic Flushing Cistern, With Fittings, Standard Size C.P. Brass Flush Pi Pe, Spreaders With Unions And Clamps (All In C.P. Brass) With Waste Fitting As Per Ls:2556, C.L. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fittlngs And Cutting And Making Good The Walls And Floors Wherever Requlred:Range Of Two Half Stall Urinals With 5 Litre Pvc. Automatic Flushing Cistern , Constructing Brick Masonary Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 455X610mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (A) Inside Dimensions 455X610mm And 45Cm Deep For Single Pipe Line : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.6A) , Constructing Brick Massonry Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 600X850mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (C) Inside Dimensions 600X850mm And 45Cm Deep For Pipe Line With Three Or More Inlets : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.8C) , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) Hindi Letters , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) English Letters , Reinforced Cement Concrete M15 Grade Boundary Pillars/ Wheel Guard Of Standard Design As Per Irc:25-1967, Fixed In Position Including Finishing And Lettering But Excluding Painting , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.2 Metre High , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.8 Metre High , Deduction Of Cost Brick/Bats. (Chapter No.1 Sr.No.2(C)) , Deduction Cost Of Material Old Workable Bricks Etc. All Complete. , Road Delinator Delinealor Supply & Fixing Of M S Delineator Made Of L\Lild Steel With Pllre Polyester Powder Coating With The Minimum Thickness Of Powder Coating Of Not Less Than 40 Micron For Prolectlon Against Corlosion The Surface Should Be Concealed So That There Sholrld Not Be Any Exposed Surface Wilhout Powder Coating. Alternatively, These Metal Guide Poles Can Be Concealed With Thermoplastic Body. The Posts Shall Have Lan Ellipsoidal Or Circular Design Wilh The Height Of The Pole Shall Be 800 To 900 Mm Above The Ground With About 200 To 300 Mm Base Which Can Be Anchored Onto The Ground Mild Steel Guide Poles Shall Conform To Type Xl Sheeting Specifications As Per Lrc67 And Ast Ii D4956 Which Would Ensure To Obtainl Clear Visibility Of The Road Alignment During Nighl Time. The Relro Reflective Sheeting Shall Be Tested For Acertificale Of Having The Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Iiner Removal, Adhesion,Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdooa Weathering And Ils Having Passed These Tests Shall Be Obta Ned From Lnlernational/Government Laboratory / Lnslitute By The Manufacturer Of The Sheeinq And In Case The Cerliflcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condillon Within 3 Years Of Launching Of Product By The Manufaclure In Abroad. Alternatively, A Certillcate Conforming To Astlvl Specification (D4956 09) On Adficial Accelerated Weatherlng Requirements From A Reputed Laboratory In Lndia Can Be Accepted providing Sionally. Ln Such A Siluation, The Employer / Clienl, If So Desires, Collld Seek For A Performance Guarantee Which Would Be Released Alter Receipt Of Certiflcate Meeting The Requ Rement Of Three Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Report Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour. T&P, Transportation, Installation And Incidentals All Complete As Per D Recllon Of The Engineerincharge , Road Marking With Hot Applied Thermoplastic Compound With Reflectrosing Glass Beads On Bituminous Surface. Providing & Laying Of Hot Applied Thermoplastic Compound 2.5Mm Thick Including Reflecto Rising Glass Beads @ 250Gm/Sqm. Area, Thickness Of 2.5Mm Is Exclusive Of Surface Applied Glass, Beads As Per I.R.C. 35. The Finish Surface To Be Level Uniform And Free Form Steaks And Holes Composition Of Thermoplastic Material Shall Be As Per Table 800-3 Of Clause 803 Of Morth Including Cost Of Work As Per Direction E/Ic. (Chapter-28 Si.No.2) , Road Marking With Hot Appliod Ths.Moplastic Compound With Roflsctorlsing Glass Boads On Bituminous Surface. (Ropoated / Tranvers Bar) Providing And Laying Of Hot Applied Thermoplastic Compound 5 Mm Thick Lncludlng Reflectorising Glass Beads 0) 5Oo Gms Per Sqm Area, Thickness Of 5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35-2015 The Llnished Surface To Be Level, Uniform And Free From Streaks And Holes , 6M Span Over Head Cantilever Structure With 300 Dia M S One Vertical Post Supply, Fxing & Erection Of Built Up Canllever Structure 6 M Span Comprising Of One Verllcal Posts Of 6.00 I!4 Helght Made Up Of 300 Mm Nb Heavy Class Ms Pipe As Verllcal Member Welded With 10 Mm I\,4S Plate At Top & 12 Mm M S Plate At Bottom. The Horizontal Truss Shall Comprise Of 50 Mm Dia Heavy Class M.S. Pipe And 40 Mm Dia Heavy M S Pipe As Bracing & 10 Mm Ms Plate At Bottom For Llxing To Vertical Post As Per Structure Design & Drawing Wilh One Of Steel Primer And Two Coats Of Synthetic Enamel Planl. The Work Includes Constrlrction Of Reinforced Cement Concrete Foundation Of Size 0.90X0.90X1 50 M Of Required Depth As Per Site Conditlon For Built Up Structure Including Earlh Work In Excavation 100 Mm Thick Lean Concrete In 113:6 Cement Coarse Sand And 40 Mm Gauge Stone Ballast And Reinforced Cement Concrete M25 Grade Concrete Including Supply And Fixing Of 25 Mm Dia Foundalion Bolts 600 Mm Long As Per Provision Of Structure Design Includlng Cost Of Reinforcemenl & Shuttering. The Lateral Vertical Clearances And Complete. Nstallaton Work Shall Be As Per Relevanl Clauses Of Mort&H Speciflcation Section 8Oo And Irc 67 2012 Complete In All Respect The Raies Shall Include Cost Of Deslgn Fabricalion, Supply, Kansportalion, Local Shifting Erection Of Signage Skucture Using Crane, Inclusive Of All Taxes Etc. All T&P Machine, Malerial And Labour Requiled For Proper Completion Of Work As Per Direclion Of Engineer-Ln-Charge. , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilhout Shank) , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilh Shank) , Flexible Median Marksr As Per Irc 79:2019: Flexible Lmedian N4arker (Flv4nl) Should Be Used For Improving Medlan Visib Lity Dlrring Dark Hours. , Use Of L/Edian ]Varker Provides Safely Againsl Colision Happening Wilh Med Ans During N Ght Lime , Or Sevete Weather Flexib E L\.4Edian Markers Shall Be Provided With Fluorescenl Yellow Colour Retro-Refleci Ve Sheeting Type Xl As Per Irc:87. Flexible Lt4edian Lmarker Shall Be Ol Lough, High Impact Resistant, Lnieclion Molded, Lhermoplastic Body With Propery Of Flexibility Io Provide High Durabilityand U Shape Structure Having Rebound / Bollnce Back Properly. The Sheeting Shall Be Of Type Xl Conforming To Lrcl67 And Ii Should Be On Both The Faces Whereby Providing Maximum Refleclivity At L,Anger Distances With Adequate Durabllity. The Logo Of The Manufacturer Shall Be Embossed On Either Side Of The Body During The Lnjection Molding Process. Fi\4M Shall Be Fixed By A Combination Bf Epoxy Adhesive And Grouting/ Drilling On Concrete Medians Or Property Conslructed Solid Medians Heighl: The Marker Height Shall Be A Minimum Of 180 Mm Width 120 Mm & Body Thickness: 6.5 Mm. The Shanks Shall Not Be Less Lhan 20 Mm And Depth Shall Not Be Less Than 30 Mm Reflective Area: Shall Not Be Less Than G0 Cm Square . Proof Of Lhe Same Report Shall Be Uploaded Which Quollng Lender. The Body Of Fn,4[,4 Shall Bounce Back To Ils Origlnal Position Of Afier 750 Number Of Hits Using Pendulum Of 1.8 Kg Conforming 40 Astm D256 Adhesion Between The Body And Outer Casing Body Of Fmi\4 Shall With Stand 50 Kg I Tensile Loads Conforming To Astm D63b Method. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer-Ln-Charge. , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Over 10 Cm. In Width , Linear Dstinoator Systsm (Lds) Supply & Fixing Of Linear Delineator System (Lds) Panels Made Of Micro Prismatic Retro Reflective Sheeting Type Xl Duly Laminated On Thin Aluminium Foil To A Unique Corrugated Shape To Provide Retro Reflection Across Wide Range Of Observaiions And External Angles. Eatch Lds Panel Should Be Of Nominal Lenglh Of 33 Inch And Each Ridge Shall Be Approximately 0.34 Inch High Each Lds Panel Is To Be Firmly Fixed On Existing Concrete/Brick Work With 16 Nos Fastner/ Screw , Retro-Roflectivesheeting Type-Lv With 4 Mm Thick Acm Single Side Providing & Flxing Of Reflective Signs With A Corrosion Resistant 4 Mm Thick Wlth 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Lace To Be Iully Covered With Hlgh Lntenslty Prlsmatic Sheetlng Type Lv As Per Irc-6712012 Relro Refleclive Sheeling With Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Elc Shollld Be As Per Morth Speciflcation No Bo1.3.7 .The Sheelng Shall Have A Pressure - Sensltive Adhesive Of The Aggressive - Tack Type Requiring No Heat , Solvent Other Preparation For Adhesion 10 A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acim (Aluminium Composite Materials) Shall Be Flxed On The Back Frame Nis Angle Wiih Riveting. Micro Prismalic Type Lv Retro Rellective Sheeting Conilrming 1O Astm 04956-09 Shall Be Pressure Lixed. The Retro Reflective Sheeting Shall Be Tested For A Cerlillcate Of Having The Sheeting Tesled For Coetllcient Of Retro Refleclion, Dayume Colour And Luminance, Shrinkage, Flexibilily, Liner Iemoval, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed Lhese Lesls Shall Be Obtained From Lnlemational/Government Laboratory/ Lnstitute By The Manufacture. Of The Sheetng And In Case The Certiflcate Is Oblalned From International Condilion, T Should Also Be Obtained From Lndian Condilion Within 3 Years Of Launching Of Producl By The Manufactllre In Abroad. Alternalively, A Cerliilcate Conforming To Astm Specification (D 4956-09) On Artiilcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, Lhe Employer/Client, If So Desires, Could Seek For A Petlotrnance Guarantee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirement Of Lhree Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo.T Shall Be Uploaded Whlch Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Lransportation, Installation And Lncidentals All Complete As Per Direction Of The Eng Neer-In-Charge. , Retro-Reflectivesheeting Type Iv With 4 Mm Thjck Acm Double Side: Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Lhlck With 0.4 To 0.5 Mm Both Side Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Tntensity Prismaiic Sheeling Type Lv As Per Irc-67:2012 Retro Reflective Sheeting With Back Frame Ms Angle Of 35X35x5 Mm Legends Letters , Numerals And Borders Elc Should Be As Per Morth Specification No801.3.7 The Sheeting Shall Have A Pressure - Sensitive Adhesive Of The Aggressive - Tack Type Requiring No Heai, Solvent Olher Preparation For Adhesion To A Smooth Clean Surface, Ln A Manner Recommended By The Sheeling Manufacturer. The Acn,4 (Aluminium Cornposite L\,4Aterials) Shall Be Ilxed On The Back Frame Ms Angle With Nveling. Micro Prismatic Type Lv Retro Refleclive Sheeting Conflrming Io Astm D4956-09 Shall Be Pressure Llxed. The Reko Reflective Sheeling Shall Be Tesled For A Cedificate Of Having The Sheeting Tested For Coemcient Oi Reko Reflection, Daytime Colour And Luminance, Shrinkage Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdoor Weatherlng And Its Having Passed These Tests Shall Be Obtained From Lnternallonal/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeting And In Case The Certificale Is Oblained From International Condition It Should Also Be Obta Ned From Lndian Condilion Wilhin 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certilicate Conforming 10 Astm Speciflcatlon (0 4958-09) On Aatiflclal Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepled Provisionally. Ln Sllch A Situation, The Employer/Client If So Desires, Could Seek For A Performance Guarantee Which Would Be Released Afler Receipl Of Cerlillcate Meeting The Requirement Of Lhree Years Outdoor Weathering Of The Sheeling As Per Irc 67I2012 & Proof Of The Same Repofl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installalion And Incidentals All Cornplete As Per Dlreclion Of The Engineer-In-Charge , Retro-Refle.Ctivesheeting Type-Xl With 4 Mm Thick Acm Single Side Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Thick With 0.4 To 0.5 Mm Both Slde Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Lntensity Prismatlc Sheeting Type Lv As Pet Irc-67:2012 Reko Reflective Sheeling With Back Frame L\,4S Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per L\Lorth Specification No_ 801.3.7 The Sheeting Shal Have A Pressure - Sensitive Adhesive Of The Aggressive Tack Type Requiring No Heal Solvent Other Preparation For Adhesion To A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acm (Alllminium Composite L\,4Aterlals) Shall Be Fixed On The Back Frame Ms Angle With Riveting. Micro Prismatic Type Lv Retro Reflective Sheeung Conflrming To Astlvl D4956-09 Shall Be Pressure Fixed. The Relro Reflective Sheeting Shall Be Tested For A Cefiilicate Of Having The Sheeting Tested For Coeificient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Iungus Resistance. 3 Years Outdoor Weathering And Lts Having Passed These Tests Shall Be Obtained From Lnlernational/Government Laboraiory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cefiificate Ls Obtained From Lnternational Condition. It Should Also Be Oblalned From Lndian Condition Wilhin 3 Years Of Launching Of Producl By The Manufacture In Abroad. Alternatively, A Certificate Conforming To Astii Speciflcation (D 4S5b-09) On Adiflcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Prcvisionally. Ln Such A Siluation, The Employer/Client, If So Desires, Could Seek For A Performance Guaranlee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirernent Of Three Years Outdoor Weathering Of Lhe Sheeting As Per Irc 67:2012 & Prooi Of The Same Reporl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpoftalion, Installation And Incldentals All Complete As Per Direction Oi The Engineer-Ln-Charge , Retro-Reflectlveshoeting Type-Xl With 4 Mm Thick Acm Double Side Providing & Rlxing Of Reflective Signs With A Colrosion Resistanl 4 Mm Thick With 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Face Lo Be Iully Covered With High Lntensity Prismatic Sheeling Type Lv As Per Irc-67:2012 Relro Retlective Sheeting Wlth Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specification No_ Bo1.3.7 .The Sheeting Shall Have A Pressure - Sensilive Adhesive Of The Aggressive - Tack Type Requiring No Heat, Solvent Other Preparation For Adhesion Lo A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer, The Acn,4 (Aluminlum Composite Materlals) Shall Be Fixed On The Back Fiame Ms Angle With Riveting. Micro Prismalic Type Lv Retro Reflective Sheeting Conflrming To Astm D4956 09 Shall Be Pressure Fixed. The Relro Refleclive Sheeting Shall Be Tested For A Ce(Iilcate Of Having The Sheeting Tested For Coefllcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Funqus Resistance. 3 Years Outdoor Weathering And Its Having Passed These Tests Shal Be Oblained From Lnternationa /Governmenl Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case Lhe Certillcate Ls Obtained From Internalional Condition, It Should Also Be Obtained From Lndian Condition Within 3 Years Of Launching Of Product By The Manufacture In Abroad Alternalively, A Ce(Iilcate Conforming To Astm Specification (D 4956-09) On Artiflcial Accelerated Wealhering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Sltuation, The Employer/Cllent, If So Deslres Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cedillcate Meeling The Requirement Of Lhree Years Outdoor Weathering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo( Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpo.Tation, Installation And Incidentals All Complete As Per Direction Of The Engineer-In-Charge , Bollard (Single Sido) Supply & Fixing Of Bollard Made(Single Side) Out Of2mm Thick Aluminium Sheet Face Lo Be Covered With High Intensity Prismatic Grade Type Lv Sheeting , Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specillcation No-801.3.7 . Welded Poly Shaped To Make It Monolithic Pillar Size 12Oo Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Is Fully Cover (Size Of Foundation 0.45X0.45X0.60M) , Bollard (Doublo Side) Supply 8, Fixing Of Bollad Made (Double Side) Out Of 2Mm Thick Aluminium Sheet Face To Be Covered With High Intensity Prismatic Grade Iype Lv Sheeting Legends , Letters , Numerals And Borders Etc Should Be As Per Morih Specification No-801.3.7. Welded Poly Shaped To Make It Monolithic Pillar Size 1200 Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Ls Fully Cover. (Size Of Foundalion 0.45X0.45X0.60M) , Solar Power Road Marker (Solar Studs) The Solar Studs Shalt Be Made Of Aluminium Alloy And Poly Carbonate Material Which Shall Be Absolutely Weather Resistant And Strong Enough To Support A Load Of 13,635 Kg Tested In Accordance With Ast[4 D4280. Lts Co]Our May Be While . Red , Yellow , Green Or Blue Or Combination As Directed By The Engineer . Its Water Resislance Shall Meet Lhe Requiremenls Of Lp 65 In Accordance Wilh 15:12063:1987 Category 2 For Protection Againsl Water Ingress The Dimensions Of Solar Sluds Shall Not Be Less Than 100 Mm X 100 Mm X 10 Mm Ltshall Have Super Bright Leds So As To Provide Long Visibillty From A Distance Of More Than B0o M. Lts Flashing Rate Shall Not Be Less Than1 Hz Lts Should Be Able To Glve The Prescribed Performance In The Temperrature Range Of - 40C To +55C Lts Life Shall Be Not Less Than 3 Years. The Rate Shall Include All Materials, Labour, Equipments, Fabrication, Transportation, Erecuon, Installation And Incidentals All Complete As Per Direclion Of The Englneer-In-Charge , Cast-Ln-Situ Cement Concreto M 20 Kerb Construction Of Cement Concrete Kerb With Top And Bottom Width 115 And 165 Mm Respectively, 250 Mm High In M 20 Grade Plain Cement Concrete On M-10 Grade Foundation 150 Mm Thick, Foundation Having 50 Mm Projection Beyond Kerb Stone, Kerb Stone Laid With Kerb Laying Machine, Foundation Concrete Tad Manually, Alt Complete As Per Clause 408. , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 90 Cm Equllateral Tringle With Dif,Lnitation Plate Size (20Cm X 60Cm , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Eqlrilateral Trinqle With Difflnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Circular With Difflnltation Plale (20Cm X 60Cm) . , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government B0 Mm X 60 Mm Reclangu annual repair With Difllnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Mm X 45 Mm Rectangular With Difllnitation Plale (2Ocm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm X 60 Cm Square With Difflnitation Plate (20Cm X 60Crn) , Direction And Place Identification Signs Up To 0.90 Sqm Size Board Providing And Erecting Directlon And Place Identification Retro Reflectorised S Gn As Per Irc-67 Made Of High Intensily G.Ade Sheeting The Relro Reflective Sheelng Shall Be Tested For A Certiicate Of Having The Sheeling Tested For Coefficient Of Reko Reflection. Daytime Colour And Luminance, Shrinkage, Flexibllity. Liner Removal Adhesion, Impacl Resislance, Specula. Gloss And Iungus Resistance, 3 Years Ouldoor Weathering And Its Having Passed These Tesls Shall Be Obtalned From Lnternational/Govemment Laboraiory/ Lnslitule By The Manufacturer Of The Sheeting And In Case The Certillcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condltion Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certiflcate Confonning To Ast[4 Specification (D4956 09) On Art Ficial Ccelerated Wealhering Requirements Faom A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer I Client, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Lhree Years Olrtdoor Weathering Of Lhe Sheeting As Per Irc 67 2012. Legends , Letters , Nurrerals And Borders Etc Should Be As Per Imorth Speciilcation No-801.3.7 Sheet Fixed Over Aluminium Sheetinq .2 Mm Thick Wilh Area Not Exceeding 0.9 Sqm.Supported On A Mild Steel Single Angle Iron Post 75X75x6 Mm Flrmly Fixed Lo The Ground By Rneans Of Property Designed Foundalion With N,4-15 Grade Cement Concrete 45X45x60 Cm.,Below Ground Lcvcl As Pcr Approvcd D.Awing. Complete. , Tree Plats Supply & Fixing Of Retro Reflective Tree Plate Having Size 15Cm X15cm, Conjisiing Type Xl Retro Reflective Sheeting Lixed Over 1.50 Mm Thick Aluminiu; Sh;Et Including Labour, Material T&P Etc For Proper Completion Of The Work. The Rate Shall Include All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 1000 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 750 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 500 Mm Helght , Aluminum-Backed Flexible Prismatic Sheeting Shall Be Made Of Yellow Colored Flexible Prismallc Sheeting With Non-Rnetallic Prismatc Lens Formed In A Lransparent, Synthelic Resin As Retro Leflective Elements. This Llexible Prlsmatic Sheeting Shall Have Black And Yellow Stripes With Aluminum Backed Flexible Prismatic Type Vl Sheeting Conforming To Astm: D4956 . Specifications And Standards Of Coefllcient Of Relro Refleclivity, Flexibility And Lmpact Resislance Applicable For Reboundable Devices This Flexible Prismatic Sheeting Shall Have Screen Printed Arrow/Slant Line Pattern In Black Colour In A Continuous Roll Format. Wldlh Of Object Marker Shall Be 300 Mm. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer In-Charge , 2.40 M Span Over Head Cantilever Structure With 150 Die Ms One Vertical Post (Double Side Retro Reflective Sign Boards) Supply, Fixing & Eraction Of Built Up Cantilever Structure 240 M Span O.PiiIng Oi One Ve.Tical Posts Of 7 30 N4 Heighl Made Up Of 150 Mm Nb Medium Class T\4S Pipe As Vertical Memberwelded With 10 Mm Ms Plate At Top & Lo Mm Lvls Plate At Boltom. Flxing To Vertical Post As Per Structllre Design & Drawing Wiih One Of Steel Primer And Two Coats Of Synthetic Enamel Plant And The R;Tro Reflective Sheetinq Shall Be Tesled For A Certifcale Of Having The Sheeting Tested Fo. Coemcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Olltdoor Wealhering And Ils Having Passed These Lests Shall Be Obtained From Lnternational/Government Laboraiory/ Lnstitute By The Manufactllrer Of The Sheeting And In Case The Certificate Is Obtained From Internatlonal Condilion, It Should Also Be Obtained From Lndian Condition Wilhin 3 Years Of Launchlng Of Product By The Manufacture In Abroad. Alternatively, A Cedificate Confonning Io Astm Speciflcation (0 4956 09) On Artificial Accelerated Weathering Reqllirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. N Such A Sltuation, The Employer / Client, If So Desiaes. Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerllllcate Meeting The Requirement Of Three Years Outdoor Weathering Ol Lne Sheeling As Pel Irc 67 2012 . Legenos . ,Etters . Numerdls And Borders Elc Sholllo Be Asperl\,4Orlh Specif,Calion No_801 37 The Work Includes Construction Of Reinforced Cement Concrete Foundation Of Size 0.60X0.60X1.20 M Of Required Depth As Per Site Condilion For Built Up Struclure Lncluding Earth Work In Excavation 100 Mm Thick Lean Concrete Ln 1:3:6 Cemenl Coarse Sand And 40 Mm Gauge Stone Ballast. Reinforced Cement Concrete Lm25 Includlng Supply And Fixing Of 25 Mm Dla Foundalion Bolts 600 Mm Long As Per Provision Of Slructure Design Including Cost Ot Reinforcement & Shuttering. The Lateral Vertical Clearances And Complete. Lnstallation Work Shall Be As Per Relevant Clauses Of Mort&H Specitlcation Seclion 800 And Irc 67 2012 Complete In A I Respect The Rates Shall Inclucle Cosl Ol Design Fabrication, Supply, Lransporlalion, Local Shifling Erection Of Signage Slructure Using Crane, Incluslve Of All Taxes Etc All T&P Machine, Material And Labout Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 30X90 Cm (Lefrright) Object Hazard , Retro Rellectorisod Signs (Stajnless Steel Frame And Post With One Side Sings) Supply & Fixing Of Reflective Sign Board (Single Side) Of Size 1.50X1.20 M Retro Refleclive Sheeling Of Hip Grade Type-Lv, Lhe Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick, Acm Sheel Of Standard Make As Per Morth Specificaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Cm Cement Conclete Foundauon. The Stainless Steeljoint Welding Of Ss Pipe Work Shall Be Band And Grinder Property Including Bufflng So An To Give Uniiorm Shining At Weded Joinls. The Retro Reflective Sheellng Shall Be Lested For A Certiflcate Of Having Ihe Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Cololrr And Luminance, Shrinkage, Flexibility, Linet Removal, Adheslon, Impact Resistance, Specular Qloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Governmenl Laboratory/ Institute By Lhe Manufacturer Of The Sheeting And Ln Case The Cedillcate Is Obtained From Inlernational Condition, It Should Also Be Oblained From Lndian Condition Within 3 Years Of Launching Of Procluct By The Manufacture In Abroad Allernatively. A Certiflcate Confolrnlng To Astm Specilicalion (D 4956-09) On Artiflcial Acceleraled Weathenng Requirements From A Reputed Laboratory Ln Lndia Can Be Accepled Provislonally. Ln Slrch A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificale Meeting The Requirement Of Three Years Ouldoor Weathering Of The Sheeting As Per Irc 67I2012. Legends , Letters , Numerals And Borders Elc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Governmenl Repod Shall Be Uploaded While Quoting Tender. , Retro Reflectorised Signs (Stainless Steel Frame And Post With Both Side Sings) Slrpply & Fixing Of Reflecllve Sign Board (Sing E Side) Of Size 1.50X1.20 M Retro Reflective Sheeting Of Hip Grade Type-Lv, The Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick Acni Sheet Of Standard Make As Per Morth Speciilcaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Crn Cement Concrele Foundation The Stainless Steelioint Welding Of Ss Pipe Work Shallbe Band And Grinder Propefiy Including Butting So An To Give Uniform Shining At Weded Joints. The Relro Reflective Sheeting Sha I Be Tested For A Certificale Of Having The Sheeling Tested For Coefficient Of Retro Reflection Daytime Colour And Luminance, Shrinkage. Flexibiity, Llner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Reslstance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeling And Ln Case The Certiflcate Is Obtained Lrom Lnternational Condition, It Should Also Be Obtained From Lndian Condition Wlthin 3 Years Of Launching Of Product By The Manufacture In Abroad. Allernatively, A Cerlificate Conforming To Astm Specificalion (0 4956.09) On Artificial Accelerated Weathering Requlremenls From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificate Meeting The Requirement Of Three Years Outdoor Weather Ng Of The Sheeting As Per Irc 67I2012. Legends. Letters, Numerals And Borders Etc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Government Report Shall Be Uploaded Whlle Quoting Lender. , Type - A, W : Metal Beam Crash Barrier Providing And Erecting A W Metal Beam Crash Barrler Comprlsing Of 3 Mm Lhick Coffugated Sheet Melal Beam Ral 70 Cm Above Road/Ground Level Flxed On Ismc Series Channel Vertical Posl, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High. 1.1 M Below Grolnd/Road Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fltlings To Conform To Lsi1367 And 15:1364. Metal Beam Rail To Be Fixed On The Vedical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810 , Type - B, Thrie : Metal Beam Crash Barrier Providing And Erecting A Thrie Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Melal Beam Rail,85 Cm Above Road/Ground Level, Fixed On Isi\Ic Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Cenlre To Cenke, 2 M High With 1.15 M Below Ground Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fittings To Conform Lo Lsl1367 And Ls:1364 Metal Beam Rail 10 Be Fixed On The Verlical Post With A Space Of Channel Seclion 150 X 75 X 5 Mm, 546 Mm Long Complete As Per Clause 810 , Anti-Termite Treatment The Soil Along With External Perimeter Of Building At The Rate Of 2.5 Litres Of Emulsion Per Square Metre Of The Perimeter Wall {Chapter No.08 Si.No.5} , Anti-Termite Treatment Of The Bottom And Sides Of Excavation At The Rate Of 5Litres Of Emulsion Per Square Metre Of Surface Area {Chapter No.08 Si.No.1} , Anti-Termite Treatment Of The Top Surface Of Filled Earth At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface{Chapter No.08 Si.No.3} , Anti-Termite Treatment Of The Soil Under Plinth Protection At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface {Chapter No.08 Si.No.4} , Anti-Termite Treatment Of The Backfill In Contact With Foundation At The Rate Of 7.5 Litres Of Emulsion Per Square Metre Of Vertical Surface (Area Of The Sub Structure In Contact With Backfill To Be Measured) {Chapter No.08 Si.No.2} , Treatment Of Existing Masonry Using Chemical Emulsion @ One Litre Per Hole At 300 Mm Interval Including Drilling Holes At 45 Degree And Plugging Them With Cement Mortar 1:2 (1 Cement :2 Coarse Sand) To The Full Depth Of The Hole : With Chlorpyriphos/Lindane E.C. 20% With 1% Concentration {Chapter No.08 Si.No.6-2.35.4.1} , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration {Chapter No.08 Si.No.6-2.35.3.1} , Providing And Stacking 22.40-53Mm Guage Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Etc All Complete.(Ns) , Supply And Laying Stone Dust Etc All Complete. , Consolidation/Compaction Of Stone Ballast 10Cm Thick (Loose) Coat Including Repairing Of Patches Picking Up To Old Surface Spreading, Ballast Making Medhies To Retain Water And Carriage Of Metal Upto 30M Carriage Of Water Upto 200M Maintenance Of Barriers And All Labour T&P Including Road Roller Charges Etc. Required For Proper Completion Of Work The Stone Ballast Is To Be Supplied To The Contractor Free Of Cost At Site. , 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 {Chapter No.20 Si No.16} , Providing And Applying Primer Coat With Ss1 Grade Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means. (As Per Attached Analysis) , Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 505 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , Providing & Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30Kg/Sqm. On The Prepared Primed Granular/Old Painted Surface. Cleaned With Air Compressor. Including All Taxes, Material, Labour, T&P Etc Required For Proper Completion Of The Work. (For Bituminous Surface). (Chapter No.20 Si No.9) , Providing And Laying Bituminous Concrete (Grading-Ii) With 100-120 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Vg-30 As Per Approved Job Mix Formula Which Ever Is Higher Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification 5Th Revision Clause No. 509 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , S/L/J Of 20Mm Dia Pvc Cunduct Pipe Etc. All Complete. , Making Of Nala Bandha With Sand Bags. With Local Sand Including Etc. All Complete. (Atached Per Annalysis Rate). , Providing Of Nala Bandha For Diversion Of Nala Etc All Complete.(Ns) , Scraping Of Max Phalt Road Including Disposal Of All Scraped Material To A Distance Of 30Mtrs (100 Ft) As Directed By Engineer-In-Charge C.P. & T&P.Etc. All Complete. {Chapter No.20 Si No. 772(A)} , Dismentling Existing Damage Plaster Including Disposal Of Refuse As Directed By E/Ic With In A Distance Of 60 Meters Etc. All Complete. {Chapter No. 17 S.I. No.16 (706)} , Supply And Fixing Of Light Fitting Switch Board. (None Sheduled) , Fixing Of Gate, Grill And Jali Etc. All Complete. (None Scheduled) , Supply & Fixing Of Wiring Sub Main. , Supply & Fixing Of Plug Point 15Mm. , Supply And Fixing Oxided Iron Fitting Etc. All Complete (None Scheduled) , Supply/Fixing Of 16 Mm Pvc Pipe Adopter Suitable For Item No. , Supply/Fixing Of 20 Mm Cvc Pipe Adopter Suitable For Item No. , Supply & Fixing Of 27Watt. Cfl Etc. All Complete. , Supply And Fixing Cat Eye Including Supply Of All Material, Loabour, T&P Etc. All Complete. (Chapter No.28 Si.No.5B) , Supply And Fixing Wiring Of Light Point. (None Sheduled) , Making Connection Of Drain Of Sewer Line With Existing Man Hole Including Breaking Into And Making Good The Walls, Floors With Cement Concrete 1:2:4 Cement Plastered On Both Side With Cement Mortar 1:3 Finished With A Floating Coat Of Neat Cement And Making Necessary Channels With Cement Concrete 1:2:4 For The Drain Etc. All Complete. (Chapter No.25 Si.No.9) , Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Course Sand : 4 Graded Stone Of Size 20 Mm Nominal Size) Laid In One Layer Finished With A Floating Coat Of Neat Cement (40 Mm Thick Floor). (Si No. 665), Nbo 14.71) , Providing And Fixing Of Foot Steps Etc All Complete. (Ns) On Market Rate , Providlng And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Ls:8931.15 Mm Nominal Bore , Supply & Fixing Of C.P. Brass Stop Cock (Conceled) Of Standerd Design Of Approve Quality Etc. All Complete. (Chapter No.21 Si.No.44) , Providing And Fixing Close Timbering In Trenches On Both Side & All Complete. (A) 0.00 To 3.00 M. (None Scheduled) , Providing And Fixing C.P. Brass Stop Cock (Concealed) Of Standard Design And Of Approved Make Conforming To Ls:8931..15 Mm Nominal Bore , Fixing Window Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 20 Mm Nominal Size), Painting Two Coats Of Approved Wood Preservative To Sides Of Chowkhats And Making Good The Damages To Walls And Floors As Required Complete, Including Disposal Of Rubbish To The Dumping Ground, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Ls Standards And Weighing Not Less Than 690 Qms.15 Mm Nominal Bore , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 75Mm Diameter. (Chapter No.23 Si.No. 32(Ii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 110Mm Diameter. (Chapter No.23 Si.No. 32(Iii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 140Mm Diameter. (Chapter No.23 Si.No. 32(Iv)) , Rectangular Shape 1500X450 Mm Mirror With Plastic Moulded Frame. (Chapter No.22 Si.No.77) , Making Ornamental 2D Painting With Special Design Make By Specialist Painter Laying Of Two Coat Birla White Putty And Design By Asian Paint Including All Material Etc. All Complete. (Nn Approved) , Providing Of 8Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Fixing Door Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 20 Mm Nominal Size), Painting Two Coats Of Approved Wood Preservative To Sides Of Chowkhats And Making Good The Damages To Walls And Floors As Required Complete, Including Disposal Of Rubbish To The Dumping Ground, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Supply And Fixing 6Mm (1/4) Thick Chine White Glazed Tiles In Flooring Or Dado Laid With 1:3 Cement And Approved Coarse Sand Mortar And Approved Coarse Sand Mortar Finished With White Cement Jointed And Polishing Complete Including Supply Of All Materials, Labor For Porper Completion Of The Work. (Chapter No.14 S.I. No. 628) , Supply & Fixing Of Pre-Cast M-30 Cement Concrete Grass Paver (Rubber Molded Coloured) Over 40Mm Thick Local Sand Bed, With 3Mm Thick Joints Filled With Local Sand Including Leveling, Tempering And Sweeping Etc., Interlocking Bricks Will Be As Description Given In Direction Issued By The Ircsc-03-2004 And Should Be Isi Marked All Complete. 80Mm Thick, Strength Should Not Less Than M-30. (Tiles I Shape Decided By Engineer-In-Charge With Isi Mark) {Chapter No.20 Si.No.17F) , Repairing Of Leakage And Damege Pipe Line Etc All Complete.(Ns) , Lettering & Painting Of Wall Etc. All Complete. , Red Sand Stone Work For Wall Lining Etc. (Veneer Work) 30Mm Thick In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Camping Jointing In White Cemnet Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching Complete. (Chapter No.18 Si.No.1 New) , Providing And Fixing White Vitreous China Wash Basin Size 630X450mm With Pair Of 15Mm C.P. Brass Pillar Taps Including Etc. All Complete. (Chapter No.24 S.I. No. 3(A)) , Cleaning Of The Site For Workable Etc. All Complete. (Non Scheduled) , Providing Of 32Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 1200X600x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 600X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x100mm Etc All Complete. (As Per Market Rate) , Fixing Of Reinforced Cement Concrete Slab Etc All Complete. (Ns) , Raising & Re-Fixing Of Manhole Including All Material Labor T&P Etc. All Complete. (Non Scheduled) , Supply & Fixing Reinforced Cement Concrete Menhole Cover Heavy Duty Size Etc. All Complete. (Non Scheduled) , Providing Laying Spreeding And Compacting 45-90Mm Stone Agreegate For W.M.M. Specification Etc. All Complete. (None Scheduled) , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing Of 3D Ornamental Wall Art Painting By Architect & Special Painter Including Scrapping Of Wall And Two Coat White Putting White Putty One Coat Primer All Labour Scaffolding Work & Labour T&P Etc. Painting By Asian Special Paint Etc. All Complete. (Rate Mr As Smart City, Agra) , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam (22.40-53Mm) Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Steel/ Vibratory Roller In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening/ Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density. , Providing & Laying 5Cm. Thick B.M. Laying By Paver Finisher Bitumen Of The @3.4%Kg By Weight And Stone Grit Etc. All Complete. (20-Chapter Analysis Rate) , Providing & Laying 2.5Cm. Thick S.D.B.C. Laying By Paver Finisher Bitumen Of The 5% By Weight Etc. All Complete. (20-Chapter Analysis Rate) , Supply & Fixing M/S Iron Work Display Board Including Painting, Lettering Etc. All Complete. (None Schedule) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union And Clamps (All In C.P. Brass) With Waste Fitting As Per Is: 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.4A) , Supply And Fixing Of Precast Reinforced Reinforced Cement Concrete Benches (Pfrc) Ornamental Benches With 02 Year Warranty Etc All Complete. (None Scheduled) , S/L/F Supply Of 1000Mm Dia Np-3 Reinforced Cement Concrete Hume Pipe In Proper Position As Directed By E/I Including Catage Of Pipes Collars Upto 30M Distance Etc All Complete. (Chapter No.1 Si.No.31(E) ) , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2Cm (3/4) Gauge Approved Stone Ballast In The Proportion 1:2:4 In Reinforced Cement Concrete Slab Excluding Supply Of Reinforcement And Its Bending But Including Its Fixing And Binding The Same With 24 Bwgi Binding Wire And Including Necessary Centring And Shuttering Etc. And Also Including Supply Of All Materials Labor And Tools And Plants Etc. Required For Proper Completion Of The Work. Strength Of The Concrete Shall Not Be Less Than M-150. (5-Chapter S.I. No.-284) , Supply & Fixing Granite Stone Work Display Board (Size 2.50Ft X 4.00Ft) Including Painting, Lettering Etc. All Complete. (None Schedule) , Installation Of 1.50 H.P. Isi Marked Sumbercible Pump Etc All Complete. (Attache As Per Santion Annalysis) , Cost Of Septik Tank Attache As Per Estimate & Details. , Plain Glass Best Quality, Cut To Size 5Mm Thick , Providing And Fixing Designer Dustbin (Market As Per Catlog Code No. Db-03). , Supply Of Planting Of Trees Amaltas, Jaarul, Arjun Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 110Mm Is:4984:2016 (As Per Market Rate) , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 160Mm Is:4984:2016 (As Per Market Rate) , Supply & Fixing Of Pre-Cast Reinforced Cement Concrete Drain Cover Different Size Etc All Complete. , Supply And Sowing Of Grass In Park Including One Year Mantinance Etc. All Complete. (None Scheduled) , Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 8 Km Lead Complete (Earth Measure Dinstacks Will Be Reduced By 20% For Payment) .(Dar 2020 Hort-Basic Rates 2.2) Based , Supply And Fixing Of Light, Fitting Switch Board. (None Sheduled) , Supply And Fixing Of Chest Press Double. , Supply And Fixing Of Leg Press Double. , Supply And Fixing Of Triple Twister. , Supply And Fixing Of Shoulder Builder Double. , Supply And Fixing Of Air Walker. , Supply And Fixing Of Doublebar. , Supply And Fixing Of Rower. , Supply And Fixing Of Horse Rider. , Supply And Fixing Of Plastic Side With Iron Ladder 12 Feet Length. , Supply And Fixing Of See Saw Double Board Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Sliding With Swing Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Slide Ground Level Mgr Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Snack Climber Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Slide Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Nursery Combo Set Revolving Jhoola Etc All Complete. (None Scheduled) , Providing And Fixing Of Stainless Steel Water Cooler 4 Tap Etc. All Complete. (None Schedule) , Supply And Fixing Bansi Paharpur (Red/White) Bharra Sand Stone Fully Moulded, Engraved, Carved With Polishing And Dressing Including Clamp And Fashners Of Pillar Set With All Complete Work Etc. (None Schedule) , Supply & Fixing Of Rubber Moulded Cement Concrete Kerb Stone (Double Tapper) M-20 With Labour T&P Etc All Complete. , Supply And Installation And Jointing Of 500Mmx500mm Epdm Rubber Mat Flooring Of Thickness 24Mm Puling All Labour Material T&P Etc. All Complete (Rate As Per Jhs Jscl Mr). , Providing And Laying Autoclaved Aerated Cement Blocks Masonry With 150Mm/230Mm/300Mm Thick Aac Blocks In Super Structure Above Plinth Level Up T Floor Five Level With Reinforced Cement Concrete Band At Sill Level And Lintel Level With Approved Block Laying Polymer Modified Adhesive Mortar All Complete As Per Direction Of Engineer-In-Charge (The Payment Of Reinforced Cement Concrete Band And Reinforcement Shall Be Made For Separately). , Providing And Fixing Of Barricading Of 100Mm Average Ballies With In A Distance Of 1.50 Meter For 3 Rows Of 3Q. 3 Nosof Cross Ballies, Two Supporting Ballies Of 3 Meter Ballies And 2 Nos Perpendicular Ballies Tie With Moonj Rope Including Supply Of All Material Such As Ballies Rope T&P Required For Proper Completion Of Work And Also Including Labour Component (Material Will Be Property Of Contractor After Dismantling). , Providing & Fixing Of Green/White Shade Multipurpose Net/Cotton Cloth Proper Completion Of Work Etc All Complete. (Ns) , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Supply And Fixing Of Ward Up Big As Per Attach Photograph & Analysis. , Supply And Fixing Of Ward Up Small As Per Attach Photograph & Analysis. , Supply And Fixing And Installation Of See Saw Double Board Jhoola Isi Marked As Per Direction Of Engineer-In-Charge Etc. All Complete As Per Attach Photograph & Analysis. , Supply And Fixing Of Cast Iron Banches As Per Attach Photograph And Analysis And Direction Of Engineer-Incharge Etc. All Complete. , Complete De-Silting And Cleaning Of All Types Of Sewer Lines By Using Super Suction Machine And Taking Out Of Cebris/Silt Etc Including Safe Disposal Of Silt As Directed By The Deptt. Including Cost Of All Consumble Likes Disel Oil, Water Ret Provision Of Diversion Of Line If Required With The Help Of Sewage Pumps, Poser Backup From Gene Sets For Running Of Pumps. Night Lighting Etc Barricades Display Of Entire Operation Along With Sadequate Safely Equipments Must Be Used By Sewer Workers Size Fo Sewer Line To Be Desilted As Detail Above 1000Mm Dia. , providing and laying Gsb With Graded Stone Ballast With Stone Grit Size Stone Ballast With Hand Ramming Watering Including All Material Labor T&P Etc.All Complete (Ns) , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Providing & Laying Of Polythene Etc. All Complete. , Supply & Fixing Of Factory Wired Intergal Led Flood Light Luminaries With Die Cast Aluminum Housing Built With Driver Set Suitable For 140W. To 150W. Confirming To Ip 65 Protection Complete In All Respect. Cat Aaa ( S.I No. 1454 Pwd Schedule 2018) , Providing, Laying, Spreading And Compacting Stone Aggregates 45-63Mm Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Ro Ling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screen Ing/Bindin G Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. (Labour , A Pre-Laminated Sheet, Often Referred To As A Prelam Sheet, Is An Engineered Myka Wood Work Product Where A Decorative Layer, Like Laminate Or Veneer, Is Pre-Attached To A Core Material Like Particleboard Or Mdf. These Sheets Offer A Durable And Aesthetically Pleasing Surface For Furniture, Interior Design, And Construction.(None Scheduled) , Same Is Ltme No-1 & Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters (Over All Area Of Door Shutter To Be Measured) , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration (Chapter No.8 Sr.No.6.1) , Supply And Fixing Of Advertisement Sign Board Size 4X3 As Per Direction Of Engineer-In-Charge Etc. All Complete , Supply Of Planting Of Trees Washington Palm, Amaltas, Cycus Revoluta, Ficus Benjamina Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Providing Of Rain Water Harvesting Drawing And Analysis Etc. All Complete (Details Attached). , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Drilling Of 200Mm Dia T/W Bore Suitable For 110Mm Dia Pipe All Complete With Labour T/P As Per Direction Of Engineer-In-Charge. , Suppply And Lowering Of 110Mm Dia 6 Kg/Cm2 Pvc Pipe (Phenolex Or Apb By E/I) All Complete. (Isi Marked Only) , Supply And Pouring Of Pea Gravel Suitable For T/W Bore All Complete. As Per Direction Of E/I (If Required) , S/L Of 1.50 H.P. Submersible Pump Set 65 Mt Head. (Pluga, Crompton, Ksb Etc.) I.S.I. Marked Etc All Complte. (Water Filled Only) , Supply & Fixing Of 100Mm Pvc Pipe Adopter Suitable For Item No.2 , S/L Of 1.50 H.P. Submersible Motor Controlled Starter Pannel All Complete. Crompton Make. (I.S.I. Marked Only) , Supply/Fixing Of 25Mm Gate Valve All Complete. Approved Make. , Supply/Fixing 4Sq.Mm 3 Core Copper Cable All Complete. , S/L Of 40Mm Dia Red Screen Ashirbad Pvc Pipe All Complete. , Supply/Fixing Of M.S. Clamp Made With 65X6mm X600mm Long M.S. Streep Suitable For 110Mm Dia Pvc Pipe For Holding All Complete. , Supply/Fixing Of 40Mm Dia G.I. Pipe B-Class Complete With Labour Charge. (Including All G.I. Fitting) , Supply & Fixing Of 25Mm Cpvc Etc. All Complete. , Development Of Bore Till The Discharge Is Free From Turbidity Of Compression Including Labour, Required For Proper Completion Of Work. , Supply And Fixing Of Precast Readymade Boundry Wall Hieght 8 Feet Etc All Complete. (As Market Rate) , Useable Brick (A) Class M-L50 , Useable Brick (B) Class M-100 , Useable Brick(C ) Straiqht Over Brunt , (D) Tiles, Bull Nose Drip Course Brick , Brick Ballast (A) Brick Ballast 40Mm Qauge , Brick Ballast (B) Class-150 Brick Ballast 25Mm Gauge , Brick Ballast (C ) Brick - Bats Of O.B.B./150 Bb , Fiy Ash Brick (Specification/Strength Should Not Be Less Than Bricks - M-{50) 230Mmx1 10Mmx75mm , Aac Block Autoclaved Aerated Concrete Block (Aac Block) Conforming To Ls : 2185 - 2005 (Part-3) Including Loading, Cartage Upto Site, Unloading, Stacking And Including All Levies And Royalties If Any But Excludinq G.S.T , Stone Ballast (Khera Thakur Quarry Bharatpur Rajsthan) 45-90 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 45-63 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 22.4-53 Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 20Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 19Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) Crushed Stone Dust 2.36Mm & Below , Stone Dust , 13.20Mm Guage , 11.20Mm Guage , 6.7Mm Guage And Below , Stone Boulder (From Khera Thakur Quarry) (A) 25-40 Kq , Stone Boulder (From Khera Thakur Quarry) (B) 40-60 Kq , Stone Boulder (From Khera Thakur Quarry) (C) Stone Bricks Dressed , Grit {District Gwalior(Mp) Quarry}(Berja,Chandrapura, Turak Pura,Parsen,Sumerpada Padampur Kheria, Bhileti & Bilara) District Bhind (M.P.)(Pali, Dirman & Piparsana) , (A) 45-63 Mm Guage Stone Ballast. , (B) 22.4-53 Mm Guage Stone Ballast. , (C) 20-40 Mm Guage Stone Ballast. , (D) 20 Mm Guage Stone Ballast. , (E) 19 Mm Guage Stone Ballast. , (F) 16 Mm Guage Stone Ballast. , (G) 13.20 Mm Guage Stone Ballast. , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured Rubber Moulded , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 (Plain) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 16 X6 (Designer) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 18 X6 , Coarse Sand (Excluding Actual Bulkaqe) , Fine Sand (Excludinq Actual Bulkaqe) , (L) Local Sand , Cement (L) Portland Cement (J.P., A.C.C., Birla, J.K.) O.P.C , Cement (Ll) Cement (P.P.C.) , Cement (Lll) White Cement (J.K. Or Birla Brand) , Green Net(Chapter- 1 Sl.No 44) , Tractor Trolley With Driver Including P.O.L. (Chapter-2 Sl.No 25)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 142
Uttar Pradesh View Result →
32.
Public Administrative Department #11289720 Technical Bid
Tender for Supply Of The Following Material For In Installation Of Deep Well India Mark Ii Handpump & Related Items Of Work 110 Mm Dia Pvc Pipe (6Kg/Cm2) , 32 Mm Dia G.I. Pipe Of Medium Cls , Spare Parts , Transportation Of Handpump Materails, T&P, & Camp Equipage Etc. To The Site Of Work Including & Loading & Unloading & Proper Stacking At Side. , Hiring Charges For Necessary T& P & Equipage Required For Installlation Of Handpump , Tripod, Bogey, Cutter, Wire Rope, Clamps, Wooden Plants Loading Arrangement T&P Etc Complete. , Sinking Of 150 Mm Dia Bore Hole By Casing Pipe Method In All Type Of Soil Strata Handling & Dismantling After Completion Of Work Also Including All Labour G.L To 15 Mb.G.L. , 15 B.G.L To 30 Mb.G.L. , 30 B.G.L To 45 Mb.G.L. , Lowering Of Pvc Assembly Comprising Of Pvc Ribbed Strainer 63 Mm Outer Dia Pvc Pipe, 110X63 Mm Dia Frp Reducer & 110 Mm Dia Outer Pvc Pipe As Per Department Desing & Drawing Complete , Shrounding And Packing Pea-Graval/ Coarse Send Between Borewell And Pvc Assembling Before T&P Etc Requied For Proper Completion Of The Work , Extraction Of Casing Pipe 150 M Dia After Completion Of Lowring Pvc Pipe Assembly Including All Labour T&P Etc Complete , Sealing Of Strata By Bentonite , Installing Of India Mark-Ii Handpump Assembly In 2 The Pvc Assembly As Per Instructions Of Eng Incharge Etc Complete , Development Of Bore By Pumping With Pump Are By Manual Back Washing Till The Discharge Is Free From Turbidity Including Hire Charges Of Pumping Equipment Labour T&P Etc , Taking High-Resolution Colour Photograpsd Of Co,Pleted Work From Nspecified Angles Etc. , Construction Of 1.85 Mtr Dia Circular Cement Concreate Platform In 1:2:4 Proper Compltion Of The Work. , Pre Cast Cement Concreate Drain For Platfrom As Per Departmental Type Design & Requirement As Per Side Condition For Proper , Complete Testing Of The Water , Engraving/Emnossing Hand Pump Instllation, Exgra... , Add G.S.T @ 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
Uttar Pradesh View Result →
Maharashtra View Result →
34.
Public Administrative Department #11286668 AOC
Tender For Construction/Repair Work In Record Room/Nazarat Department - (a) Bricks M-150 2 (b) Bricks M-100 3 (c) Bricks-Straight over brunt 4 (d) Bricks- Tiles (Ist Class) 5 (e) Brick Bats M-75 6 (f) Brick Bats (O.B.) 7 Fly ash Bricks (specification/strength should not be less then Bricks M-150)size 230x110x75mm 8 Fly ash Bricks Tiles (specification/strength should not be less then Bricks M-150)size 230x110x38mm 9 Fly ash Concrete curve Stone (specification/strength should as per mord/morth) size 300x300x150mm (M30) 10 (a) 5.00cm. Gauge 11 (b) 4.00 cm. gauge 12 (c) 2.50 cm. gauge 13 Stone Grading Materials Aggregate - For 37.5 mm Maximum size - 22.4 mm to 5.6 mm 14 Aggregate - For 37.5 mm Maximum size - 45 mm to 22.5mm 15 Aggregate - For 37.5 mm Maximum size - Below 5.6 mm 16 Aggregate - For 53 mm Maximum size - 22.5 mm to 5.6mm 17 Aggregate - Grading I (40 mm nominal Size) 10 mm - 5 / 4.75 mm 18 Aggregate - Grading I (40 mm nominal Size) 25 mm – 10mm 19 Aggregate - Grading I (40 mm nominal Size) 37.25 mm -25mm 20 Aggregate-Grading I 90 mm to 45 mm 21 Aggregate-Grading II 63 mm to 45 mm 22 Aggregate-Grading III 53 mm to 22.4 mm 23 Aggregates 22.4 mm to 2.36 mm for wet mix macadam 24 Aggregates 45 mm to 22.4 mm for wet mix macadam 25 Crushed Sand or Grit Passing 2.36 mm and retained on 180 micron 26 Crushed Stone Aggregate 26.5 mm to 75 micron 27 Crushed Stone chipping 13.2 mm nominal size 28 Crushed Stone Chipping 6.7 mm size 100% passing 11.2 mm and retained on 2.36 mm 29 Crushed Stone Chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 30 Crushed Stone chipping 9.5 mm nominal size 31 Crushed Stone Coarse Aggregate Passing 53 mm and retained on 2.8 mm 32 Fine aggregate/Crushed sand 2.36 mm to 75 micron 33 Stone Boulder of size 150 mm and below 34 Stone for Coarse Rubble Masonry 1st Sort 35 Stone for Coarse Rubble Masonry 2nd Sort 36 Stone for Random Rubble Masonry 37 Stone for Stone Set Pavement (300 mm x 200 mm x 150MM 38 Well Graded Material for Sub-Base - Grading I 2.36 mm below 39 Well Graded Material for Sub-Base - Grading I 53 mm to 9.5 mm 40 Well Graded Material for Sub-Base - Grading I 9.5 mm to 2.36 mm 41 Well Graded Material for Sub-Base - Grading II 2.36 mm below 42 Well Graded Material for Sub-Base - Grading II 26.5 mm to 9.5 mm 43 Well Graded Material for Sub-Base - Grading II 9.5 mm to 2.36 mm 44 Well Graded Material for Sub-Base - Grading III 2.36 mm below 45 Well Graded Material for Sub-Base - Grading III 4.75 mm to 2.36 mm 46 Well Graded Material for Sub-Base - Grading III 9.5 mm to 4.75 mm 47 Boulder with minimum size of 300 mm for Pitching at Site 48 Granular Material or hard murrum for GSB works at Site 49 Close graded Granular sub-base Material 37.5 mm to 9.5 mm 50 Close graded Granular sub-base Material 9.5 mm to 4.75 mm 51 Close graded Granular sub-base Material 4.75mm to 75 micron mm 52 Close graded Granular sub-base Material 2.36 mm 53 Coarse graded Granular sub-base Material 4.75mm to 75 micron mm 54 Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm 55 Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm 56 Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm 57 Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm 58 Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm 59 Coarse graded Granular sub-base Material 53 mm to 26.5mm 60 Stone screening material for WBM Grading-2 and 3 61 Miscellaneous Items Cement Grey PPC 62 Cement Port land (ordinary) 63 Cement white viz J.K./Birla 64 Wall Putty J.k / Birla white 65 Plaster of Parish Sakarni or eqvivalent 66 Cinder 67 Distemper oil bound 68 Dry Distemper ordinary of bes quality (Approved manufacture and approved quality viz. Burger, Asian, J&N 69 Glass Ordinary cut to size (a) 3mm thick (Wt. 7.5 Kg./sqmt.) 70 (b) 4mm thick (Wt. 10.0 Kg/sqmt.) 71 (c) 5.5 mm thick (Wt. 13.5 Kg/sqmt.) 72 White lime (unslacked) for White Washing 73 White Lead (Best Quality PIG Lead) 74 (d) G.I. Barbed wire 75 (e) Iron Sheet Galvanized Plain 22 gauge 76 (f) Iron Sheet Galvanized Plain 24 gauge 77 (g) -do- but corrugated 24 gauge 78 (h) -do- but black plain 18 gauge 79 (J) Expanded metal 2-0 cm mesh 16/17 guage 80 (K) M.S. binding wire 24 gauge 81 (i) 1x2 size of 10 gauge wire 82 (ii) 1x3 size of 10 gauge wire 83 (iii) Murga Jali 1/2x24 gauge 84 (iv) 1x2 size of 10 gauge wire 85 (i) F -d sections @ 1.58 Kg/R/M 86 (ii) F -B/T/T Secs. @ 2.40 Kg/R/M 87 (iii) F - Sections @ 0.74 Kg/R/M 88 (a) Super white 89 (b) Commercial white, coloured & black 90 Marble Dust (200 mesh) 91 Nails (Country) 92 Nails (Wire) 93 (a) Oil (linseed double boiled) 94 (b) Oil (Terpentine) 95 (a) Paint anticorosive Bitumenous 96 (b) Black Japan 97 (c) Superior Ready Mixed paints (Grade II) in 20 ltrs. Drums of approved manufactures and aporoved make 98 (i) Dark Green Oxide 99 (ii) Deep Black Oxide 100 (iii) Blue Oxide 101 (iv) Chocoiate Oxide 102 (e) (i) Red Oxide primer surface for steel (in 20 ltrs. Drum) (Approved manufactures and approved make) 103 (ii) Red lead paint ready mixed for roof (in 20 ltrs. Drum) (Approved manufactures and approved make) 104 (f)(i)PaintenamelGradeIsuperClass(Approved manufactures and approved make) 105 (ii) Paint (Aluminium) 106 (g) (i) Paint primer for wood 107 (ii) Paint primer for metal 108 (h) (i) Cement Primer of Berger or equivalent 109 (ii) Water proof cement paint (in 50 kg. drums) 110 (i) Clear synthetic (in 20 ltr drums) 111 (ii) Copall 112 (iii) Weather Coat cement paint for exterior 113 (iii) Weather Coat cement paint for exterior 114 Water Proofing compound (Dr. Fixit) 115 Polish (mansion & wax) 116 (iv) P.V.C. Pipe 110 mm dia & 6Kg./CM2 (ISI Marked) 117 (v) Same as above but 90 mm dia 118 (vi) Same as above but 75 mm dia 119 (v) Same as above but 140 mm dia 120 (a) Corrugated 121 (b) Plain 122 (i) Internal dia 5 cm (Wt. 11.41 Kg.) 123 (ii) Internal dia 7.5 cm. (Wt. 16.52 Kg.) 124 (iii) Internal dia 10 cm. (Wt. 21.67 Kg.) 125 (iii) Internal dia 15cm. (Wt. 21.67 Kg.) 126 (i) 5.0 cm dia (Wt. 2.30 Kg. ) 127 (ii)7.5 cm dia (Wt. 3.30 Kg.) 128 (iii) 10.0 cm. dia (Wt. 4.60 Kg.) 129 (i) 5.0 cm dia (Wt. 2.10 Kg. ) 130 (ii) 8.0 cm dia (Wt. 3.20 Kg.) 131 (iii) 10.0 cm. dia (Wt. 4.40 Kg.) 132 (c) C.I. Spout 23.0 cm Long 40 mm dia 133 (a) Rope (Moonj) 134 (b) Rope (HEMP) 135 (c) Rope (cotton) 136 (d) Spun yarn 137 Rivets 138 Coarse sand of approved quarry (Finess modules 2.20) at site of work in the district Saharanpur, Muzaffarnagar 139 Finesand(blendedtofineness modulus1.25) Saharanpur, Muzaffarnagar and Shamli 140 (a) Local Sand 141 Surkhi 142 White lime (slacked) 143 (a) Washers (Lumpet) 144 (b) Washers (Bitumen) 145 (c) Washers G.I. 146 J.Hooks 147 Wood presevator in 5 ltrs. Pack. 148 (a) Teak wood 149 (b) Sheesham 150 (c) Indian Sal 151 (a) Teak wood 152 (b) Sheesham 153 (c) Indian Sal/ maleshien 154 Fuel Wood (Dry) 155 (a) 2.2 cm width 156 (b) 3.50 cm. width 157 (c) Same as 48 (a) but 5 mm thick 158 (d) Same as 48 (b) but 5 mm thick 159 Antitermite treatment oil concentrate to 0.30 (as per IS 1307) 160 (i) 40mm thick 161 (ii) 50 mm thick 162 (a) KOTASTONE (machine cut ) 60 x 60 cm. 163 (a) Marble White 60 x 60 cm. 164 (b) Marble White 60 x 60 cm. 165 Granite stone black or Grey Polished 166 Granite stone black or Grey Polished 167 Polythene Sheet (125 Micron) 168 Plastic waste which is cleaned is cut into a size between 2.36mm and 600 microns and of maximum size 2.36 mm length and 2.00mm width. 169 (a) For Floor Size 300 x 300 170 (b) For Wall Size 200 x 300 171 (c) Vitrified Tiles size 600 x 600 172 RCC Hume Pipe 350mm dia 173 RCC Hume Pipe 450mm dia 174 (a) Ordinary 175 (b) For floor and tile work 176 Carpenter 177 Black Smith 178 Hammer man 179 Fitter 180 Painter 181 (a) Plumber Licensed with Kit or Koshal vikash CERTIFICATE 182 (a) Plumber Licensed with Kit or Koshal vikash CERTIFICATE 183 (b) Electrician Licensed with Kit or Koshal vikash certificate 184 (b) Electrician Licensed with Kit or Koshal vikash certificate 185 Mate 186 Beldar / Mali 187 Bhishti with Mushk 188 White Washer 189 Belder for bitumen or tar work 190 Glazier 191 Bhainsa Buggi with driver 192 Tractor trolley with driver excluding P.O.L. 193 Amin/Tracer 194 Chaukidar 195 Jeep/Truck/Tractor/Roller Driver 196 Generator Operator 197 Mixol Operator 198 Pump Operator 199 Cleaner 200 Sweeper (Full Time) 201 Sweeper (Part Time) 202 Tractor with harrow or water TankerTrolly with 203 Tractor with harrow or water TankerTrolly with 204 driver and P.O.L. 205 J.C.B. Machine with driver with P.O.L. 206 Crane (20-50 Tonnee) with Driver and P.O.L. 207 Ricksaw Thela with Driver 208 (a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ) 209 (a) As in item 251 (a) above but excavation in soil mixed with Moorum, shingle, kankar requiring the use of special tools and plant such as pickaxes, sabbals etc. (where machine can not move ) 210 (a) Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. (Royality removed by Govt. ) for small works/ Abadi area. (where machine can not move ) 211 (a)Add to items (251-253) for every additional 30 M. (100 ft.) lead or part of 30 M (100 ft.) or for every additional 1.50 M. (5 ft.) lift or part of 1.50 M. (5 ft.) 212 (a) Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for proper complition of the work. saplings of girth upto 30 cms. measuredat a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. including cost of sand. 213 (i) Cleaning jungle including up rooting ofrank, vegetations grass, push, wood trees and amplings of grith upto 30 cms. measured at a height of 1 M. aboveground level and removal of rubbish up to a distance of 50M. out side the periphery of area cleared. 214 (a) Same as above 259(i) above but grass only. 215 (a) Add to item no. 253 (a) for mechanically compected to achieve 95% proctors density including arrangement of water, settlement and all T&P including roller and its fuel etc. 216 (b) As in item no. 260 (a) above but for departmental works excluding Roller charges and its fuel, cost of water, allT&P. and sundries etc. but including carriage of water to site. 217 Upto ½ Km 218 Ist Km. (If lead is beyond ½ Km.) 219 Concrete with 4 cm. guage brick ballast, white lime and surkhi in foundation and under floors in the proportion of 100:16:32 including supply of all materials, labour Tools & plants etc. required for proper completion of the work. 220 Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 221 As in item 273 above but in proportion 10:5:1 222 As in item 273 above but in proportion 8:4:1 223 (a) Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm. gauge 224 (b) Same as item no. 279 (a) but in proportion of 1:3:6 225 As in item 279 above but in proportions of 8:4:1stone Ballast, Coarse sand and cement. 226 Concrete with 4 cm. guage brick ballast, white lime and surkhi in foundation and under floors in the proportion of 100:16:32 including supply of all materials, labour Tools & plants etc. required for proper completion of the work. 227 Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 228 As in item 273 above but in proportion 10:5:1 229 As in item 273 above but in proportion 8:4:1 230 (a) Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm. gauge 231 (b) Same as item no. 279 (a) but in proportion of 1:3:6 232 As in item 279 above but in proportions of 8:4:1stone Ballast, Coarse sand and cement. 233 Same as item no. 302 (B) above but in 1:6 (One cement & six fine sand of 1.25 F.M.) mortar. 234 Same as item no. 302 (B) but in 1:5 (One cement & five fine sand of 1.25 F.M.) mortar 235 Same as item no. 302 (B) but in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar. 236 (a) Same as item no. 302 (B) but in 1:4 (One cement & four Corse sand) mortar. 237 Same as item no. 302 (B) but in 1:3 (One cement & three fine sand of 1.25 F.M.) mortar. 238 Same as item no. 302 (B) but in 1:3 (One cement & three coarse sand) mortar. 239 As in item 302 (B) to 307 above but in superstructure including necessary Cutting & moulding of bricks as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. 240 As in item 309 above but for walls of one brick thick, add for extra labour 241 As in item 309 above but for walls of Half brick thick, add for extra labour to the rate of item no. 309. 242 Same as item no. 302 (B) above but in 1:6 (One cement & six fine sand of 1.25 F.M.) mortar. 243 Same as item no. 302 (B) but in 1:5 (One cement & five fine sand of 1.25 F.M.) mortar 244 Same as item no. 302 (B) but in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar. 245 (a) Same as item no. 302 (B) but in 1:4 (One cement & four Corse sand) mortar. 246 Same as item no. 302 (B) but in 1:3 (One cement & three fine sand of 1.25 F.M.) mortar. 247 Same as item no. 302 (B) but in 1:3 (One cement & three coarse sand) mortar. 248 As in item 302 (B) to 307 above but in superstructure including necessary Cutting & moulding of bricks as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. 249 As in item 309 above but for walls of one brick thick, add for extra labour 250 As in item 309 above but for walls of Half brick thick, add for extra labour to the rate of item no. 309. 251 Teak wood wrought framed and fixed including simple mouldings, straight work as in chaukhats including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 252 As in item No. 401 but for sheesham wood 253 As in item no. 401 but with Indian Sal wood 254 Supply & fixing of 4.5 Cm. thick teak wood part panelled and part glazed door and window shutter including supply & fixing of wooden cleats and stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings but excluding their supply and including painting with two coats of black Japan on all iron fitting if necessary. Including fixing the glass panes with putty for bradglass and glass to be 4 mm. thick. Fitting with necessary screws to be supplied by the deptt. 255 Providing and fixing Glass panes with teak wood beading in doors and windows as desired by the Engineer incharge including cost of all materials, fittings, hinges, labour, T&P all etc. required for proper completion of the work. 256 As in item no. 409 above but fully panelled. 257 As in item no 409 above but fully glazed. 258 As in item no. 409 above but 3.8 cm. thick. 259 As in item no. 411 above but 3.8 cm. thick. 260 As in item no. 412 above but 3.8 cm. thick. 261 As in item no. 409 above but 3.8 cm. thick, Shisham wood. 262 As in item no. 411 above but 3.8 cm. thick, Shisham wood. 263 As in item no. 412 above but 3.8 cm. thick, Shisham wood. 264 Supply and fixing of 3.8 cm. (1½) thick Teak wood door and window shutters with panels of heavy Quality galvanized iron wire gauge 2.5 mm. or 2 mm. or 1.5 mm. (1/10 or 1/12 or 1/16 inch) mesh or any other size, with necessary beadings, including supply and fixing of wooden cleats stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings but excluding their supply and including two coat of black Japan on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. 265 As in item (450) above but in shisham wood. 266 Supply and fixing Galvanized Mosquitos proof heavy quality S.S.Wire gauge heavy quality over windows and including supply of teak wood batten 8 cm.x1.cm. (3x3/8)/flat iron 25 mm.x4mm. and including supply of necessary screws all materials, labour, Tools & plants etc. required for proper completion of the work. 267 As in item (455) above but with shisham wood battens. 268 As in item (455) above but with Indian Salwood battens. 269 As in item (455) above but with Deodar wood battens. 270 As in item no. 409 but Indian Commercial flush shutters 35 mm. thick (excluding cost of all fitting). 271 As in item no. 409 but Indian Commercial flush shutters 32 mm. thick (excluding cost of all fitting). 272 As above 471 but Double Leaf Add. extra. 273 Approximate cost of ISI marked oxidized iron fitting with screws for door & windows etc. (for estimating purpose only) 274 As above item no. 473 Aluminium Fittings ISI marked. 275 Supply and fixing of 3.8 cm. (1½) thick country wood door fully panelled shutters including supply and fixing of wooden cleats stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings 276 Supply and fixing 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fitting and glass panes (Double Leaf) 277 As in item no. 9.26 above but for single leaf. 278 Providing and fixing 12 mm thick and 100 mm. wide Ply board of plywood pelmet with 19 mm. dia Al. rod and brackets including fixing with 25x3mm. M.S. flat 10 cm (4) long and plug etc. complete with painting, polishing or oiling as required. 279 Supply and fixing of 3.2 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Double Leaf) 280 As in item no. 9.29 above but for single leaf. 281 Supply and fixing of 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Single Leaf) 282 Suppy and fixing of Teak wood batton for fixing of mosquito net and fixing of glass & over chouket at window/door. Inculding cost of all matrial, labour & T&P etc. complete. 283 As per item above A but with shisham wood batton 284 Fixing of Jali / glass in doors/windows in small area upto 1.00 sqm (Labour only) 285 Fixing of Curtain rods (Labour only) 286 Fixing of Curtain palmets (Labour only) 287 50x20 mm 288 50x12 mm 289 With 2nd class teak wood beading 62X19 mm. 290 300x16 mm 291 250x16 mm 292 250x10 mm 293 200x10 mm 294 150x10 mm 295 Providing and fixing 12 mm thick and 100 mm. wide Ply board of plywood pelmet with 19 mm. dia Al. rod and brackets including fixing with 25x3mm. M.S. flat 10 cm (4) long and plug etc. complete with painting, polishing or oiling as required. 296 Supply and fixing of 3.2 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Double Leaf) 297 As in item no. 9.29 above but for single leaf. 298 Supply and fixing of 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Single Leaf) 299 Suppy and fixing of Teak wood batton for fixing of mosquito net and fixing of glass & over chouket at window/door. Inculding cost of all matrial, labour & T&P etc. complete. 300 As per item above A but with shisham wood batton 301 Fixing of Jali / glass in doors/windows in small area upto 1.00 sqm (Labour only) 302 Fixing of Curtain rods (Labour only) 303 Fixing of Curtain palmets (Labour only) 304 50x20 mm 305 50x12 mm 306 With 2nd class teak wood beading 62X19 mm. 307 300x16 mm 308 250x16 mm 309 250x10 mm 310 200x10 mm 311 150x10 mm 312 250x10 mm 313 200x10 mm 314 150x10 mm 315 100x10 mm 316 125 mm 317 100 mm 318 75 mm 319 Providing and fixing aluminium tee channels (heavy duty) with rollers, stop end in pelmets as curtain rod. 320 Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71 mm width & 28mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI C sections (39mm x 19mm x O.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric L corners .The panel shall be filled with 3mm thick high - pressure compact laminate asper manufacturers specifications and directions of the Engineer-in-charge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter). 321 With decorative veneering on one side and commercial veering on other side. 322 With non decorative veneering on both sides. 323 M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. 324 Same as in item 502 above but in M.S. Grills / Stair case railing / gates / trusher / racks etc. 325 Same as in items 502 above but steel Z Section window excluding Glass panes. (i) Fixed panels 326 Same as in items 502 above but steel Z Section window excluding Glass panes.(ii) Openable panels 327 Same as in item 502 above but in heavy sizes such as trusses, built up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary. 328 Boring holes in mild steel or iron not exceeding 10mm (3/8) diameter and thickness of plate not exceeding 6mm (1/4) 329 As in item (509) above but holes exceeding 10mm (3/8) diameter but not exceeding 20mm and thickness exceeding 6mm but not exceeding 13mm (1/2) 330 Providing and fixing 100mm (4) diameter C.I. Down pipe BC or equivalent make complete with bends with eye hole, plain bend shoes and gratings etc., fixed to walls with suitable clamps as directed by the Engineer-in-charge (C.I. pipe of 1.80 Meter length shall be of 20-21 Kg.) 331 Mild steel or iron work in purlins and rafters including drilling holes and fixing in position and including supply of all steel and bolts and nuts, wastage, labour and tools and plant etc. required for proper completion of work (No material shall be issued by deptt.) 332 Providing barbed iron wire fencing including fixing it to post after stretching it including labour and T&P etc. required for proper completion of the work but excluding cost of posts & barbed wire. (labour rate only) 333 with frame of 40x40x6mm (1½x1½x¼) angle iron 3.15 mm (1/8) thick M.S. gus set plate at the junction and corners including supply and fixing of necessary fittings. Lock rail of 15 length of oxidised iron and including pintels hooks at the top and applying priming coat of red lead paint on all sides complete. 334 As per item no 517a but with steel strip inplace of angle iron. 335 providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm (3/4x3/8x1/12) and braced with flat form diagonals 20x5mm (3/4x3/16) size with top and bottom rails or T-iron 40x40x6mm (1½x1½x1¼) with 38 mm dia steel pullys with bolts, nuts locking arrangement, stoppers handles complete including applying a priming coat of approved lead paint. 336 Providing and fixing 1mm thick M.S. sheet sliding shutters with frame and diagonal braces of 40x40x6mm (1½x1½x¼) angle iron 3.15mm (1/8) gusset plates at the junctions and corners, hooks at top 25mm (1) dia pulleys at bottom, 40x40x6mm (1½x1½x¼) angles and T iron guides at top and bottom respectively including locking arrangement with handles etc. Complete and applying one priming coat of approved lead paint (No material shall be issued by deptt.) 337 Supplying and fixing rollingSHUTTERS of approved make made 80x125mm (3x5) cold rolled M.S. lath inter locked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of top cover and springs. 338 Providing and fixing 27.5cm long wire spring grade 2 for rolling shutters. 339 providing and fixing top cover for rolling shutters 2.50 meter wide. 340 Providing and fixing ball bearing for rolling shutters. 341 (a) Shutters above 11.2 m² (120sqft) but upto 16.8m² (180 sqft) area 342 (b) Shutters above 16.8m² (180 sqft) area 343 (i) Door chaukhat 344 (ii) window chaukhat 345 (iii) Ventilator chaukhat 346 (iv) Stair case Nosing 347 Fixing of Main Gate / Steel Sutter /Garrage Gate etc. 348 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: profile B 349 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: profile C 350 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: profile E 351 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer on M.S. tube 12 SWG 352 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding grinding, buffing, polishing and making curvature (wherever required) and fitting and same with necessary stainless steel nuts and bolts complete, including fixing the rialing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc. of required size, on the top of the floor or the 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 considered excluding fixing accessories such as nuts, botls, fastners etc.) 353 M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. 354 Same as in item 502 above but in M.S. Grills / Stair case railing / gates / trusher / racks etc. 355 Same as in items 502 above but steel Z Section window excluding Glass panes. (i) Fixed panels 356 Same as in items 502 above but steel Z Section window excluding Glass panes. (ii) Openable panels 357 Same as in item 502 above but in heavy sizes such as trusses, built up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary. 358 Boring holes in mild steel or iron not exceeding 10mm (3/8) diameter and thickness of plate not exceeding 6mm (1/4) 359 As in item (509) above but holes exceeding 10mm (3/8) diameter but not exceeding 20mm and thickness exceeding 6mm but not exceeding 13mm (1/2) 360 Providing and fixing 100mm (4) diameter C.I. Down pipe BC or equivalent make complete with bends with eye hole, plain bend shoes and gratings etc., fixed to walls with suitable clamps as directed by the Engineer-in-charge (C.I. pipe of 1.80 Meter length shall be of 20-21 Kg.) 361 Mild steel or iron work in purlins and rafters including drilling holes and fixing in position and including supply of all steel and bolts and nuts, wastage, labour and tools and plant etc. required for proper completion of work (No material shall be issued by deptt.) 362 Providing barbed iron wire fencing including fixing it to post after stretching it including labour and T&P etc. required for proper completion of the work but excluding cost of posts & barbed wire. (labour rate only) 363 Providing and fixing 1mm thich M.S. Sheet door with frame of 40x40x6mm (1½x1½x¼) angle iron 3.15 mm (1/8) thick M.S. gus set plate at the junction and corners including supply and fixing of necessary fittings. Lock rail of 15 length of oxidised iron and including pintels hooks at the top and applying priming coat of red lead paint on all sides complete. 364 As per item no 517a but with steel strip inplace of angle iron. 365 providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm (3/4x3/8x1/12) and braced with flat form diagonals 20x5mm (3/4x3/16) size with top and bottom rails or T-iron 40x40x6mm (1½x1½x1¼) with 38 mm dia steel pullys with bolts, nuts locking arrangement, stoppers handles complete including applying a priming coat of approved lead paint. 366 Providing and fixing 1mm thick M.S. sheet sliding shutters with frame and diagonal braces of 40x40x6mm (1½x1½x¼) angle iron 3.15mm (1/8) gusset plates at the junctions and corners, hooks at top 25mm (1) dia pulleys at bottom, 40x40x6mm (1½x1½x¼) angles and T iron guides at top and bottom respectively including locking arrangement with handles etc. Complete and applying one priming coat of approved lead paint (No material shall be issued by deptt.) 367 Supplying and fixing rollingSHUTTERS of approved make made 80x125mm (3x5) cold rolled M.S. lath inter locked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of top cover and springs. 368 Providing and fixing 27.5cm long wire spring grade 2 for rolling shutters. 369 providing and fixing top cover for rolling shutters 2.50 meter wide. 370 Providing and fixing ball bearing for rolling shutters. 371 (a) Shutters above 11.2 m² (120sqft) but upto 16.8m² (180 sqft) area 372 (b) Shutters above 16.8m² (180 sqft) area 373 (i) Door chaukhat 374 (ii) window chaukhat 375 (iii) Ventilator chaukhat 376 (iv) Stair case Nosing 377 Fixing of Main Gate / Steel Sutter /Garrage Gate etc. 378 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B 379 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile C 380 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile E 381 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer on M.S. tube 12 SWG 382 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding grinding, buffing, polishing and making curvature (wherever required) and fitting and same with necessary stainless steel nuts and bolts complete, including fixing the rialing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc. of required size, on the top of the floor or the 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 considered excluding fixing accessories such as nuts, botls, fastners etc.) 383 Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 Fineness modulus. 384 Same as in item 574 above but Flush pointing Deduct from item 574. 385 Same as in item 574 above but in floors deduction from item 574 & 575. 386 Struck cement pointing with 1:2 cement and fine sand of 1.25 F.M. mortar with colouring including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 387 12 mmthick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. 388 As in item (582) above but with cement and approved coarse sand mortar in 1:3. 389 As in item (582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:4. 390 As per Item No. 584 but with 1:4 cement and Corse sand 391 As in item (582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:6. 392 Add for extra labour to all item of plaster if done ceiling. 393 Add for extra labour and materials for plaster over rough face of one brick wall. 394 2 cm. thick cement plaster in dado or skirting in 1:2 consisting of one part of cement & two parts of approved coarse sand laid in panels finished with 3 mm floating coat of neat cement or cement mixed with marble dust in ratio 5:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 395 Same as above item but 1.20cm. thick instead of 2 cm thick. 396 Engraving lines in plaster of outer face wall vertically and horizontally to display the surface as stone facing as directed by the Engineer-incharge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (add for extra labour to all items of plaster), 397 Marking drip coarse in sun shades or facie with 1:3 cement and fine sand mortar as per direction of Engineer-in-charge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 398 20 mm thick rough cast exterior cement plaster on walls consisting 10 mm thick backing cast of 1:3 cement mortar (1 cement :3 coarse sand) and 10 mm thick finishing coat of 1:3 cement mortar (1cement :3 coarse aggregate of size 6mm to 12 mm ) including arises, chamfers and/or rounded angles not exceeding 80 mm. 399 2.5 cm (1) thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm. (1) graded approved stone grit, laid in panels finished with 3 mm. (1/8) floating coat of neat cement of cement and marble dust in ratio 5:1 as specified over and including 8 cm (3) thick base concrete consisting of cement, fine sand of 1.25 fineness modulus and brick ballast 4 cm. (1½) gauge in the proportion of 1:4:8 and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 400 (A) As in item no. 601 above but without base concrete. 401 (B) As in item no. 601 above but base concrete consisting of brick ballast and fine sand & cement in prop. 12:6:1 402 As in item (601) above but floor shall be 4 cm (1½) thick instead of 2.5 (1) thick and without base concrete. 403 Add in item (601) to (603) and (605) when floors are polished including supply of extra cement, chapra batti, Carborandum stone, all other materials, labour, Tools & plants etc. required for proper completion of the work. Marble dust shall be added in the floting coat in ratio of 5:1 (cement and marble dust) if necessary but no extra amount will be paid for it. This includes final finish with french mansion polish or any other approved polish. 404 M-150 Brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming including supply of all materials labour and Tools and Plants etc. required for proper completion of the work. 405 As in item (615) above but bricks laid flat. 406 Granolithic marble flooring 2.5 cm. (1) thick consisting of 2 cm. (3/4) thick layer of 1 part cement, 2 parts of approved coarse sand and 4 parts of 2 cm. (3/4) graded approved stone chips including 5 mm (¼) thick surface coat with ordinary cement, black and white or grey or mixed marble chips passing 3 mm. (1/8) but retained on 1.5 mm. (1/16) mesh screen in proportion of 1:2 as specified or directed by the Engineer-incharge and polished by hand or machine and finally finished with French Mansion Polish or any other approved polish and including 8 cm (3) 1:6:12, concrete base, including supply of all materials, labour, Tools and Plants etc. required for proper completion of the work 407 As in item (620) above but when white cement is used in top 5 mm (¼) layer. 408 As in item no. (620) above but when coloured floors are to be made. 409 Granolithic marble dado 2 cm. (¼) thick consisting of 15 mm. (9/16) thick layer of one part cement, 2 parts of approved coarse sand including 5 mm. (3/16) thick surface coat with ordinary cement black or white or grey or mixed marble chips passing 3 mm. (1/8) but retained on 15 mm. (9/16) mesh screen in proportion of 1:2 as specified or directed by the Engineer-in- charge and polished by hand or by machine and finally finished with French Mansion Polish or any other approved polish including supply of all materials, labour, Tools and Plants etc. required for proper completion of the work. 410 Same as item no. 625 above but 12 mm. thick dado. 411 As in item (625) above but when white cement is used in top 5 mm. (3/16) thick layer instead of ordinary cement. 412 As in item (625) above but when coloured dados are to be made. 413 Supply and fixing 6 mm. (¼) China white glazed tiles in flooring or in skirting or dado laid with 1:3 Cement and approved coarse sand mortar finished with white cement slurry, jointing and polishing complete, including supply of all materials, labour and Tools and Plants 414 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (a) of 2.2 cm. depth 415 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (b) of 3.5 cm. depth 416 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (c) of 2.2 cm. depth and of 5 mm thickness 417 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete(d) of 3.5 cm. depth and of 5 mm thickness 418 Extra for making chequers of approved patterns on cement concrete, floor, steps landing etc. 419 Supply and fixing of Kota stone in floor ing 20 mm thick and joint filled with 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12 mm base coat (bedding) of 1:2 cement & coarse sand morter and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 420 As in item no. New item (1) above but 25 mm thick. 421 Supply and fixing 10 to 12 mm thick Kota stone tiles in skirting or dado laid with 1:2 cement and approved coarse sand morter finished with in its cement colour slurry, jointing and polished of approved quality complete, including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 422 Supply and fixing 6 to 8 mm thick ivory or light shades vitrefied tiles 600x600 mm size in flooring and skirting with 1:3 approved cement and coarse sand morter finished with in its cement colour slurry, jointing and polished of approved quality complete, including supply of all materials, labour, tools andplants etc. required for proper completion of the work. as per direction of Engineer - in- charge 423 Painting or varnishing work in small areas or new wood work with one coat (upto one square metre of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked. 424 As in item (641) above but for every coat after first coat. 425 As in item (642) above but for every coat on previously painted old wood or Iron work including its sand papering, rubbing and cleaning as required for proper completion of work. 426 Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked 427 As in item (644) above but for every coat after the first coat. 428 As in item (645) above but for every coat over previously painted surface 429 Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked 430 As in item (647) above but for every subsequent coat on previously treated surface . 431 Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 432 As in item (649) above but for every coat after the first coat. 433 As in item (649) above but for every coat after the previous coat or subsequent coat. 434 One coat hot coaltar on new surface including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 435 As in item (652) above but for every coat after the first coat or on previously treated surface. 436 One coat surface or other approved preservative on new wood work, including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 437 As in item (654) above but for every coat or on previously treated surface. 438 Oiling wood work with double boiled linseed oil including supply of all materials labour, Tools & plant etc. required for proper completion of the work. 439 Removing paint or varnishing with paint remover or with caustic Soda, including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 440 Polishing with French Polish or wax polish (in proportion 2 bees wax : 1.5 linseed oil : 1 turpentine oil : 0.5 varnish by weight) on new wood and wood based surface to give an even surface including cleaning the surface of all dirt, dust and sand prepared smooth and a coat of wood filter including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 441 As in item No. (658) above but on previously polished wood or wood based surface. 442 Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 443 Same in item no. (660) but for each coat of water proof cement paint after the first two coat to give an even shade 444 Finishing wall with one coat of water proof cement paint of approved quality on previously old treated surface with this paint to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 445 Same aas item 660 but for weather coat. 446 Sameaasitembut over previouslypainted surface weather coat. 447 Providing cement primer on old/new surfaces 448 Providing wall putty on New surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats 449 Providing wall putty on old surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats 450 White washing one coat including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 451 As in item 671 above but Two coats. 452 As in item 671 above but Three coats. 453 Colour washing one coat using approved. Colouring material buff, blue, gray or brown shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 454 As in item 674 above but two coats. 455 As in item (674) but using approved colouring material of pink, green or yellow shade. 456 As in item 676 above but two coats. 457 As in item (674) above but colour washing with copper or iron sulphate one coat. 458 As in item 678 above but Two coat. 459 Cement washing including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 460 One priming coat and one coat of dry distemper on new work including supply of all materials, labour, Tools & plant etc. reqired for proper completion of work. 461 As in item (681) but for each coat of distemper after the first coat 462 Dismantling sundries brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 463 Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). 464 As in item (692) above but in mud mortar. 465 Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 466 Dismantling Jack arched or wooden beam and barga roofs including beam, roof concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 467 As in item (695) above but only roof concrete. 468 Dismantlingcementconcreteorbrickor granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 469 As in item (697) above but floor to be stone flagged or tiled floor. 470 Dismantling corrugated Iron roofs walls or partitions,includingpurlins,battensand vertical supports and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 471 Dismantling of girders, trusses and other steel work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 472 Dismantling doors or windows including chaukhats with hold fast and including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). 473 Dismantling doors or windows leaves including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 474 Dismantling doors or windows including chaukhats but excluding hold fast and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 475 Dismantling existing plaster including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 476 Raking out joint of brick work in cement or lime morter to a depth 1 cm. (3/8) including disposal of refuse as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). 477 Scraping old white or colour wash including disposal of refuse as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). 478 Supply and fixing of 10cm. (4) internal dia A.C. down pipes Everest or charminar make complete with bends with door at top and plain at bottom and grantings and including supply of necessary M.S. clamp 2.5cm x 3mm. (1 x1/8) fixed to walls with cement motar (1:2) and including supply of 15 cm (6) long 6mm. (1/4) dia nail all materials, labour and T& P. etc. required for proper completion of the work and also including repair of plaster pointing etc. if damaged during fixing of the pipes. 479 As per item No. 730 above but for 10.0 cm. PVC down pipe.(kissan/suprime make) 480 As per item No. 730 above but for 7.5 cm. PVC down pipe. .(kissan/suprime make) 481 As per item No. 730 above but for 5.00 cm. PVC down pipe..(kissan/suprime make) 482 Providing and injecting chemical for preconstruction anttermite treatment and creating and chemical barrier under and around the column pits wall trenches basement excavation top surface in plinth filling junction of wall and floor, along the external per meter of binding expansion joints surrounding or pipes and conduit etc. complete (plinth area of the building at ground floor only shall be measured as per I.S. 6313 (part II 1981) Aldrine emulsifiable concentrate or any other approved material such as heptachlor of chlordane will be used. The rate of application of chemical emulsion shall be as follows :- 1.Treatment for massonary and foundation 5 liters per sqm. 2.Back fill in immediate contact with foundation 7.5 liters per sqm. 3.Treatment of surface of plinth filling 5 liters per sqm. 4.Treatment of soil along external perameter of Building 7.5 liters per sqm 5. Treatment of soil under external parameter 5 liters per sqm. 483 Providing & injecting chemical for post Constructional anti termite treatment with drilling holes at junction of floor with walls & pillars, the application of chemicals shall be as per relevant I.S. code and the rate of application of chemical shall also be as provided in the I.S. code, including quarterly inspection and providing required treatment for one year. As direction by the Engineer-in-charge. 484 Consolidation of Kankar by hand rammer including opening out stacks sorting kankar into three sizes, repairing patches in existing road suface with kanker making medhi to retain water and ramming and also including carriage of metal upto 30 meters (100 ft.) carriage of water 200 metre supply and maintenance of barriers and all tools and plants required for proper completion of work, kankar to be supplied to the contractor free at site. 485 (A) As in item No. 752 above but 12 cm. (loose) thick coat of stone ballast. 486 (B) As in item No. 755 (a) above but excluding roller charges. 487 (D) As in item No. 755 (a) above but upto 10 cm. (loose) thick coat. 488 (E) As item No. 755 (b) above but upto 10cm. (loose) thick coat. but excluding roller charges. 489 Water allowance to be allowed on item No. 751 to 756 including carriage & cost of water where water is not available at site. 490 Dag belling 15cm (6) deep in one line aligned with flags and jhandies as directed by Engineer- in-charge. 491 Painting white/coloured traffic lines 8-15 cm. wide in three coats with approved road making paint (spirit base) as directed by the Engineer- incharge, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 492 Painting on divider 1 priming and two coats of enamel paint including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 493 As per item above but every coat after Ist coat and on old surface 494 Brick soling with strainght over burnt bricks laid flat and dry with brick edging on both sides including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth of P.I. 5 to 7, spreading blinding coat 1 cm (3/8) depth of local earth over the entire surface and including supply of all materials, labour Tools & Plants etc. required for proper completion of the work. 495 As in item No. 762(a) above but with bricks laid on edge. 496 M-150 Brick on edge pavement on parties with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8) depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work. 497 Renewing patries 1.5 metere wide including dressing surface filling upto 8cm (3) depth and making namunas, at every 15 metre apart on either side of the road true to patri template with side slopes of 1:2 etc. trenches for taking the earth to be so dug that they form a continuous side drain at road boundary. 498 Brick lining on both side of the road of M-150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. 499 Cleaning the existing painted /primed surface and laying premix 2cm. (3/4) thick over a tack coat with graded approved grit and bitumin (labour only) including heating the paint and grit to the required temperature and mixing either in mixer/ hand drum or by manual including cartage of materials, maintenance of side parties and watering them during operation for proper completion of the work as directed by the Engineer-in-charge . including labour charges for tack coat. 500 As in item No. 781 above excluding T&P and sundries etc. for departmental works. 501 As in item No. 781 above but in Patches. 502 As in item No. 781(a) but in Patches. 503 Cleaning the premix surface and laying seal coat with approved 6mm (1/4) graded grit and bitumin (labour only) including heating the paint to the required temperature and mixing either in mixer, hand drum including cartage of materials, maintenance of side parties and watering them during operation for proper completion of the work as directed by the Engineer-in-charge including all T&P and sundries to be arranged by the contractor but exculding roller charges and fuel wood. 504 As in item No. 783 above but in Patches. 505 Providing and applying primer coat over prepared surface of granular base with slow setting bitumen emulsion with spray set including cleaning of W.B.M. surface spreaying primer @ 0.6 kg/sqm (excluding emulsion) all labour T & P etc. as per MORT&H Specification. (labour rate only) in patches 506 Brick soling with straight over brunt bricks laid flat and dry (labour only) including preparation of subgrade to prescribed camber, filling joints with local earth spreading a blinding coat 1 cm (3/8) depth of local earth over the entire surface and including labour T&P etc.required for proper completion of the work.. 507 As in item No. 785 above but with bricks laid on edge. 508 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(i) 350 mm dia 509 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE (ii) 600 mm dia 510 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(iii) 800 mm dia 511 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(iv) 900 mm dia 512 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(v) 1000 mm dia 513 Fixing of joints in hume pipe with juit and cement etc.including cost of all matrial labour and T&P etc. required for proper completion of the work, (i) 350 to 600 mm dia 514 Fixing of joints in hume pipe with juit and cement etc.including cost of all matrial labour and T&P etc. required for proper completion of the work(ii) 800 to 1000 mm dia 515 (a) Laying and Consolidation of stone ballast in soling. by hand rammer for Patches.(Labour rate only) including filling of pot holes including cartage of water within 200M distance and blinding etc. Complete. 516 (b) Laying and Consolidation of Brick ballast/ bats in soling. by hand rammer for Patches.(Labour rate only) including filling of pot holes including cartage of water within 200M distance and blinding etc. Complete. 517 Barricating with approved wooden ballies vertical 10cm. Dia and 2m long fixed in ground 45 cm Deep and 2m apart including 2 rows of horizontal ballies not less than 8cm Dia 45 cm apart centre to centre tied by narial rope including cartage of all material and also including hire charges of ballies complete as direction of Engineer In charge. For two days 518 As item above but for more than 02 days. 519 As per item above but with three rows of horizontal ballies. 520 Dismantling of old brick laid on edge kharanja including stacking of old bricks . 521 As per item above but bricks laid flat / C.C. Interlocking tiles 522 Providing & laying of hot applied thermoplastic compound 2.5 m.m. thick including reflectorising glass beads @ 250 gms./Sq.mt. area. Thickness of 2.5 mm. inclusive of surface applied glass beads as per I.R.C. 2.35. The finished surface must be level, uniform and free from steaks and holes.Supplying & laying of Empty cement bags 523 Supply of 60mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 35 MPa and 4.00 kg per nos including cost of all material labour T & P .(i. ) Grey (ii ) Color 524 Supply of 60mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 35 MPa and 4.00 kg per nos including cost of all material labour T & P .(i. ) Grey (ii ) Color 525 Supply of 80mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 40 MPa and weight 4.50 kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P (i. ) Grey (ii ) Color 526 Supply of 80mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 40 MPa and weight 4.50 kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P (i. ) Grey (ii ) Color 527 Supply of 100mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 50 MPa and weight 5kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P .(i. ) Grey (ii ) Color 528 Supply of 100mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 50 MPa and weight 5kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P .(i. ) Grey (ii ) Color 529 Providing and laying of interlocking concrete Block pavement having thickness 60 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) 530 Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) 531 Providing and laying of interlocking concrete Block pavement having thickness 100 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) 532 Providing & supply gunny bags including cost of sand and stitching of bags and laying in position. 533 Laying of interlocking tiles (labour only) 534 Disposal or malba 535 primaxing carpet 20 mm 536 seal coat 537 earth work in filling 538 45-90 mm gauge stone ballast 539 53-22.4 mm gauge stone ballast 540 stone screening meterial 541 mild steel for rcc work 542 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. a) 15 mm dia. nominal outer dia Pipes 543 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Chargeb) 20 mm dia. nominal outer dia Pipes 544 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Chargec) 25 mm dia. nominal outer dia Pipes 545 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charged) 32 mm dia. nominal outer dia Pipes 546 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Chargee) 40 mm dia. nominal outer dia Pipes 547 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. a) 15 mm dia. nominal outer dia Pipes 548 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. b) 20 mm dia. nominal outer dia Pipes 549 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. c) 25 mm dia. nominal outer dia Pipes 550 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. d) 32 mm dia. nominal outer dia Pipes 551 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineerin- Charge. External work.. a) 15 mm dia. nominal outer dia Pipes 552 b) 20 mm dia. nominal outer dia Pipes 553 c) 25 mm dia. nominal outer dia Pipes 554 d) 32 mm dia. nominal outer dia Pipes 555 e) 40 mm dia. nominal outer dia Pipes 556 f) 50 mm dia. nominal outer dia Pipes 557 g) 62.50 mm dia. nominal outer dia Pipes 558 h) 75 mm dia. nominal outer dia Pipes 559 i) 100 mm dia. nominal outer dia Pipes 560 j) 150 mm dia. nominal outer dia Pipes 561 Providing and fixing brass stop cock ISI marked approved quality as per direction of Engineer-in- charge. a) 15 mm nominal bore 562 b) 20 mm nominal bore 563 Providing and fixing brass stop bib cock ISI marked approved quality as per direction of Engineer-in-charge. a) 15 mm nominal bore 564 b) 20 mm nominal bore 565 Providing and fixing ball valve (brass)ISI marked approved quality complete , High & low pressure with plastic floats complite as per direction of Engineer-in-charge.High or low pressure with plastic floats: a) 15 mm nominal bore 566 b) 20 mm nominal bore 567 c) 25 mm nominal bore 568 Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 a) 15 mm nominal bore 569 Providing and fixing C.P. brass long nose bib cock of approved quality confirming to ISI standards and weighing not less than 810 gms. a) 15mm nominal bore. 570 Providing and fixing C.P. brass stop cock (concealed) of approved quality confirming to ISI standards IS 8931 a) 15mm nominal bore. 571 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality confirming to IS:8931 a) 15 mm nominal bore 572 Providing and placing on terrace (at all floor levels) polyethylene water storage tank lSI: 12701 marked(Sintex or equivalent) with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank complete as per direction of Engineer-in- charge. 573 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White glazed earthen ware(Indian Type)/Neycer W.C. Pan 580 mm Dia. 574 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 30x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern 575 Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern 576 Single half stall urinal with 5 litre PVC. automatic flushing cistern 577 Range of two half stall urinals with 5 litre PVC. automatic flushing cistern 578 Range of three half stall urinals with 10 litre PVC. automatic flushing cistern 579 Range of four half stall urinals with 10 litre PVC. automatic flushing cistern 580 Single squatting plate with 5 litre P.V.C. automatic flushing cistern 581 Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern 582 Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern 583 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C. P. brass pillar taps 584 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 585 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 586 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap 587 White Vitreous China Angle back wash basin of size 600x480 mm with single 15 mm C.P. brass pillar tap 588 White Vitreous China Angle back wash basin of size 400x400 mm with single 15 mm C.P. brass pillar tap 589 White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap 590 Providing and Fixing while vitreous china pedestal for wash basin completely at the back for the reception of pipes and fittings. 591 ProvidingandfixingStainlessSteelAISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink with drain board 510x1040 mm bowl depth 250 mm 592 510x1040 mm bowl depth 250 mm 593 510x1040 mm bowl depth 225 mm 594 510x1040 mm bowl depth 200 mm 595 470x420 mm bowl depth 178 mm 596 Long pattern W.C. pan size of 580 mm 597 Orissa pattern W.C. pan size 580x440 mm 598 Providing and fixing water vitreous china pedestal type (Eurepean type/wash down type) 599 Providing and fixing 8 mm dia C.P./ S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer–in- charge 600 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS 7231, with all fittings and fixtures complete.10 litre capacity – white 601 Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. 10 litre (full flush) capacity-white 602 Providing and fixing P.V.C. waste pipe for sink or wash basin including PVCwaste fittings complete. Semi rigid pipe 32 mm dia / 40 mm dia 603 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 604 Providing and fixing soil, waiste and vent pipes: 100 mm dia Sand cast iron S&S as per IS - 3989 605 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 606 Hubless centrifugally cast (wpun) iron pipes epoxy coated inside & outside IS 15905 75 mm dia meter 607 Sand cast iron S&S as per IS - 1729 608 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 609 Hubless centrifugally cast (wpun) iron pipes epoxy coated inside & outside IS 15905 610 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand): 100 mm dia 611 75 mm dia 612 50 mm dia 613 White vitreous china dual purpose W.C. pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend ISI Mark Kajaria eqvilent Indian made Brand. 614 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting of flushing capacity 3 litre/6 litre (adjustable to 4 litre/ 8 litre), including seat cover and cistern fittings, nuts, bolts and gasket etc complete. ISI Mark Kajaria eqvilent Indian made Brand. 615 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70 kg as per standard design. 100x100 mm size P type 616 with common burnt clay (non modular) bricks of class-150 150x100 mm size p type 617 with common burnt clay (non modular) bricks of class-150 618 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg 619 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg 620 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Square shape 450 mm internal dimensions 621 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 450 mm internal diameter 622 Square shape 450 mm internal dimension 623 Circular shape 500 mm internal diameter 624 Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg 625 Providing and fixing toilet paper holder standrad size ISI marked C.P. brass as per direction Engineer-in-charge 626 Painting letters upto 2.5 cm. size including supply of all materials, labour & tools and plants etc. required for proper completion of the work. 627 As in item 817 above but size above 2.5 cm. but upto 8 cm. 628 As in item no. 817 above 8 cm. but upto 15 cm. 629 Repairing letters upto 2.50 cm. size including supply of all meterials labour and tool and plants etc. required for proper comletion of the work 630 As in item NO. 820 above but size above 2.5 cm. but upto 8 cm. 631 As in item NO. 820 above but size above 8 cm. but upto 15 cm. 632 Painting Border line upto 2.5 cm. wide 633 Painting Border line upto 2.5 cm. to 5 cm. wide 634 Re-Painting Border line upto 2.5 cm. wide 635 Re-Painting Border line upto 2.5 cm. to 5 cm. wide 636 Repainting and relettering number plates on ends of parapets of culverts and bridges and boader line in letters height from 2.5 cm. to 8 cm. with approved enamael paint of superior quality including supply of all materials, labour and T & P etx. required for proper completion of the work. 637 Repainting and relettering of K.M. stones as per IRC design (except 5th km. Stone) with approved enemal paint of superior quality including supply of all materials, labour and T & P etc. required for proper completion of the work. 638 As in item 832 above but 5th km. stone 639 As in item 832 above but 200 H.M. stone 640 Varnishing /Painting on chair /side rack with stand and such other items including all matrial labour T&P etc. complite for proper completion of the work. 641 Varnishing /Painting on Double bed including all matrial labour T&P etc. complite for proper completion of the work. 642 Varnishing /Painting on Singal bed/ Sofa/ Dining table including all matrial labour T&P etc. complite for proper completion of the work. 643 Cutting and repairing of walls or windows for fitting of window type A.C. inculding wooden bidding after fixing. 644 White washing and hirmichi washing of culverts and trees upto a distance of 5 M. from the edge of black top in three bends of 1 width at a height of 1 M. from the crown of the road on either side of road. including supply of all materials, labour, T & P etc. required for proper completion of the work. 645 (a) Same as above but with departmental labour 646 Retro-Reflectorised Traffic Signs Direction and place identification signs up to 0.90 sqm Size BoardProviding and erecting direction and place identification retro- reflectiorised sign as per IRC-67 made of high intensity grade sheeting the retro- reflecive sheeting type -IV shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67- 2012 & proof of the same in form of Government report shall be uploaded while quoting tender vide MOR&TH clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9 sqm supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing complete. as per direction E- In- Charge Note : The Composite warranty jointly signed by original manufacturer & authorized converter of at least 7 years shall be furnished on non judicial stamp of required denomination both for retro reflective sheet and also complete signage. 647 Direction and place identification signsMore then 0.90 sqm Size Board Providing and erecting direction and place identification retro- reflectiorised sign as per IRC-67 made of high intensity grade sheeting the retro- reflecive sheeting type -IV shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67- 2012 & proof of the same in form of Government report shall be uploaded while quoting tender vide MOR&TH clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9 sqm supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing complete. as per direction E- In- Charge Note : The Composite warranty jointly signed by original manufacturer & authorized converter of at least 7 years shall be furnished on non judicial stamp of required denomination both for retro reflective sheet and also complete signage. 648 Retro Reflective Signs (Type-IV Sheet) for single side Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM. D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 649 Retro Reflective Signs (Type-IV Sheet) for both side Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM: D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 650 Retro Reflective Signs (Type-IV Sheet) for both side ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM: D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 651 Retro-reflectorised Traffic sign as per IRC 67-2012Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intensity grade sheeting vide clause 801.3, fried over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. a) 90 cm equilateral triangle with diffinitation plate size (20 cm x 60 cm) 652 b) 60cm equilateral triangle with diffinitation plate size (20cm x 60cm) 653 c) 60 cm Circular with diffinitation plate (20 cm x 60 cm) 654 d) 80mm x 60mm rectangular with diffinitation plate (20cm x 50cm) 655 e) 60mm x 60mm rectangular with diffinitation plate (20cm x 50cm) 656 f) 60 cm x 60 cm square with diffinitation plate ( 20 cm x 60 cm) 657 g) 90 cm high octagon 658 h) 50 x 60 cm single chevron 659 i) 155 x 60 cm Double chevron 660 j) 30 x 90 cm (Left/Right) Object Hazard 661 k) 45 x 90 cm two way Object Hazard 662 l) 30 x 90 cm +45 x 78 cm Guarded/unguarded Railway crossing 663 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 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. Rates are inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of work. 664 Supply, fixing and hoisting of 6.00-7.00 m. spanCantilever Structure in position with one vertical post of 6.00 M. clear height from the top of R.C.C. foundation made of 300 mm. dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffners & two nos. 8 mm thick MS plates at top welded with structure of 40 mm NB (M) pipe comprising of horizontal, vertical & bracing pipe of 32 mm NB (M) as per structural design requirements & approved drawing with vertical & lateral clearance given in clause 802.2 & 802.3 including one coat of primer and two coats of synthetic enamel paint on the whole structure & installed as per clause 802.7 over a designed support system made up of concrete including excavation, lean concrete 1:4:8 cement, coarse sand and approved 20 mm grit and R.C.C. 1:2:4 with cement, coarse sand and approved 20 mm grit complete for fixing the complete structure in position as per direction of E/I charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the signage structure inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of the work. 665 Supply, fixing and hoisting of 12.00 - 15.00 M span Overhead Structure in position with two vertical posts of 6.00 M. clear height from the top of R.C.C. foundation made of 300 mm. dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffeners & two nos.10 mm thick MS plates at top welded with structure of 50 mm NB (M) pipe comprising of horizontal, vertical pipe of 40 mm NB (M) and bracing pipe of 32 mm NB (M) as per structural design requirements and approved drawing with vertical and lateral clearance given in clause 802.2 and design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty, etc all T&P/machine material and labour required for proper completion of the work. 666 Reflective Raised Pavement Marker Providing and fixing of raised 667 Reflective Raised Pavement Marker with shanks Providing and 668 Supplying & fixing of Linear Delineator System (LDS)panels made of Micro prismatic Retro Reflective sheeting Type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide retro reflection across wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing Concrite / brick work with 16 Nos Fastner/ screw as per IRC 79-2019 -Rates are inclusive of all taxes, royalty,etc. all T&P/machine material and labour required for proper completion of work. 669 Providing & fixing of Bollard made (Single side) out of aluminium sheet 4mm thick welded poly shaped to make it monolithic pillar size 1200mm high Bollard is having a frame 900x600mm and 600mm dia for fixation made out of 35x35x5mm angle iron and from side is fully coverd fixing the complete structure in position as per direction of E/I. charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty,etc all T&P/machine material and labour required for proper completion of work. 670 Supply & fixing of Bollard (Double side) Made out of aluminium sheet 4mm thick welded poly shaped to make it monolithic pillar size 1200mm high Bollard is having a frame 900x600mm and 600mm dia for fixation made out of 35x35x5mm angle iron and from side is fully coverd. fixing the complete structure in position as per direction of E/I. charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty, etc all T&P/machine material and labour required for proper completion of work. 671 Metal Beam Crash Barrier 3 mm thick corrugated sheet metal beam rail, 70 cm above road/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:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 672 Metal Beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2.0 m high, 1.5 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete 673 TREE PLATE S/F Reflective tree plate having Size 15 Cm x15Cm, Consisting type XI sheeting over 1.5mm thick aluminium sheet including labour. Material T&P etc for proper completion of the work. 674 Cartage of Ballast, Kankar, Coal, Grit or Sand etc. including loading and unloading but excluding stackings on pucca roads. I st Km. 675 2 nd Km. 676 3 th Km. 677 4 th Km. 678 5 th Km. 679 6 th Km. 680 7 th Km. 681 8 th Km. 682 9 th Km. 683 10 th Km. 684 11 th Km. 685 12 th Km. 686 13 th Km. 687 14 th Km. 688 15 th Km. 689 16 th Km. 690 17 th Km. 691 18 th Km. 692 19 th Km. 693 20 th Km. 694 21 th Km. 695 22 th Km. 696 23 th Km. 697 24 th Km. 698 25 th Km. 699 26 th Km. 700 27 th Km. 701 28 th Km. 702 29 th Km. 703 30 th Km. 704 31st to 75 Km. 705 76st to 100 Km. 706 100st to 200 Km. 707 As in item (231) above but for cement, steel or other materials : Ist Km. 708 2nd and 3rd Km. 709 4th and 5th Km. 710 6th to 10th Km. 711 11th to 20th Km. 712 21st to 30th Km. 713 31st to 50th Km. 714 51 to 75 Km. 715 76th to 100 Km. 716 101st to 200 Km. 717 201st to 250 Km. 718 As in item (231) above but for tar, bitumen Asphalt, Mobile oil or other such materials 1st Km. 719 2nd and 3rd Km. 720 4th and 5th Km. 721 6th to 10th Km. 722 11th to 20th Km. 723 21st to 30th Km. 724 31st to 50th Km. 725 51st to 75 Km. 726 76th to 100 Km. 727 101st to 200 Km. 728 201st to 250 Km. 729 Cartage of brick/stone ballast, kankar coal shingle or sand etc. by head load upto 90 metres (3 chains) including loading and unloading but excluding stacking 730 Loading and unloading of materials like ballast, shingle, kankar, coal or grit etc. excluding their stacking. (a) Loading 731 Loading and unloading of materials like ballast, shingle, kankar, coal or grit etc. excluding their stacking. (b) Unloading 732 Unloading of cement, tar or bitumen drum lighter steel sections and other such materials from wagons and stacking the same on platform. 733 As in item No. 236 (a) above but for heavy articles like joist etc. machinery and unwieldly structures 734 Stacking of bricks on edge in row of two to a height of ten brick and in a length of 100 bricks after dressing levelling of the site as required where bricks are to be stacked. 735 Stacking of coal, surkhi, sand, lime, stone grit, stone/brick ballast & boulders etc. to the required sizes to stacks after necessary dressing of site where such materials are to be stacked. 736 237 (a) above but when the materials are either cement / steel. 737 Loading of cement, tar or bitumen drums, lighter sections of steel and other such materials into wagons. 738 As in item 238 (a) above but for heavy articles like joist, machinery and unwieldly structures. 739 Cartage of R.C.C. Hume pipe 30cm. to 46cm. dia and 1.8 meter to 2.5 metre in length (including collars for which nothing extra will be paid ) including loading and unloading. 1st Km. 740 2nd and 3rd k.m. 741 4th and 5th k.m. 742 6th to 10th k.m. 743 11th to 20 th k.m. 744 21st to 30 th k.m. 745 31st to 50 th k.m. 746 51st to onward k.m. 747 As in item No. 239 (c) above but for R.C.C. Hume pipe 50 to 95 cm. dia and 1.8 meter to 2.5 meter in length carriage to be done by truck or by thela. 1st Km. 748 2nd and 3rd k.m. 749 4th and 5th k.m. 750 6th to 10th k.m. 751 11th to 20 th k.m. 752 21st to 30 th k.m. 753 31st to 50 th k.m. 754 51st to onward k.m.
Contract Date: Jun 15, 2026 Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 10
Uttar Pradesh View Result →
Uttar Pradesh View Result →
36.
Defence #11282525 AOC
Bids Are Invited For Niv/Bk -Washing Degreasing Tunnel Plant (Defence) Total Quantity : 6
Contract Date: Ref. Documents Contract Value : ₹ 47.12 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 3
Haryana View Result →
37.
Defence #11274567 AOC
Tender for Taking Up Or Down 15 Mm Bore Steel Tubing And Connections Including Complete All As Specified And Directed , Taking Up Or Down 20 Mm Bore Steel Tubing And Connections Including Complete All As Specified And Directed , Dismantling Pvc Water Tank Of Capacity Exc 250 Litre And Not Exceeding 500 Ltr Complete All As Specified And Directed , Dismantling Pvc Water Tank Of Capacity Exc 500 Litre And Not Exceeding 1000 Ltr Complete All As Specified And Directed , Taking Down Cement Plaster On Brick Or Stone Walls Etc Incl Rackingout Joints Hacking For Key Scrubbing Down With Water Etc , Demolition Of Concrete Of Any Description And In Any Position Not Otherwise Specifically Provided For Complete All As Specified And As Directed. , Refixing Old Steel Tubing 15 Mm Bore And Connections In New Or Old Position (Walls/Ceilings/Floors Etc) After Cleaning Complete All As Specified And Directed , Refixing Old Steel Tubing 20 Mm Bore And Connections In New Or Old Position (Walls/Ceilings/Floors Etc) After Cleaning Complete All As Specified And Directed , Supply And Fix For 15 Mm Bore Medium Grade Galvanized Steel Water Tubing With All Fittings And Fixed To Wall/Ceiling Or Laid In Floor Complete All As Specified As In Short Lengths Complete All As Specified And Directed , Supply And Fix For 20 Mm Bore Medium Grade Galvanized Steel Water Tubing With All Fittings And Fixed To Wall/Ceiling Or Laid In Floor Complete All As Specified And Directed , Cleaning And Removing All Scale And Dirt,Etc, From Tanks And From Mouths Of Circulating Pipes, Etc Capacity Exc250 &Nexc 500 Complete All As Specified And Directed , Cleaning And Removing All Scale And Dirt,Etc, From Tanks And From Mouths Of Circulating Pipes, Etc Capacity Exc 500 & N Exc 1000 Complete All As Specified And Directed , Supply And Fix Rotational Moulded Polythene Water Storage Tank (Cylindrical Vertical With Closed Top) Hoisted And Fixed In Position All As Specified In Ssr Part I Capacity Of Tank 500Ltrs Incl 25 Mm Dia Of Bore Ball Float Valves High Pressure Of Ptmt With Epoxy Coated Aluminium Rod & High Density Plastic Etc Complete All As Specified And Directed , Supply And Fix Rotational Moulded Polythene Water Storage Tank (Cylindrical Vertical With Closed Top) Hoisted And Fixed In Position All As Specified In Ssr Part I Capacity Of Tank 1000 Ltrs Incl 25 Mm Dia Of Bore Ball Float Valves High Pressure Of Ptmt With Epoxy Coated Aluminium Rod & High Density Plastic Etc Complete All As Specified And Directed , Disconnecting Existing Tanks Size Exc . 250 Ltrs To N.Exc 500 Ltrs , Setting Aside (Or Lowering If Required) For Repairs, Cleaning, Etc. And Hoisting If Required Reconnecting And Re-Fixing In Position Complete All As Specified And Directed , Disconnecting Existing Tanks Size Exc . 500 Ltrs To N.Exc 1000 Ltrs , Setting Aside (Or Lowering If Required) For Repairs, Cleaning, Etc. And Hoisting If Required Reconnecting And Re-Fixing In Position Complete All As Specified And Directed , Supply And Fix In Repairs 20 Mm Bore Ball Valves High Pressure Of Ptmt With Epoxy Coated Aluminium Rod And High Density Plastic Ball For Iron Pipe And Fixed Complete All As Specified And Directed , Supply And Fix In Repairs 25Mm Dia Ball Valves High Pressure Of Ptmt With Epoxy Coated Aluminium Rod & Highdensity Plastic Ball Screwed For Iron Pipe And Fixed. (25Mm-455Gms) Etc Complete All As Specified And As Directed , Supply And Fix 20 Mm Gun Metal, Globe Or Gate Valve With Iron Wheel Head Screwed Both Ends For Iron Pipe And Including Taking Down Old Gate Valve All As Specified And As Directed. , Supply And Fix 25 Mm Gun Metal, Globe Or Gate Valve With Iron Wheel Head Screwed Both Ends For Iron Pipe And Including Taking Down Old Gate Valve All As Specified And As Directed. , Material And Labour For Rendering 15 Mm Thick In Cm (1:4) On Fair Faces Of Brick Work Or Concrete Surface Finsihed Even And Smooth (Without Using Extra Cement) Mixed With Water Proofing Compound As Per Manufacture Instruction Etc Complete All As Specified And As Directed Notes : Wpc Shall Be Measured And Paid Seperately , Supply Only Water Proofing Compound (Liquid) Complete All As Specified And As Directed. , Material And Labour For Preparation New Plastered Surface Of Wall And Applying Two Coats Of 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm/Litre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance (Apex Ultima), Dirt Resistance Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives @ 1.43 Litre/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/ 10 Sqm Over New Surfaces. Etc Complete All As Specified And As Directed , Material And Labour For Preparation Old Plastered Surface Of Wall And Applying Two Coats Of 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm/Litre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance (Apex Ultima), Dirt Resistance Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives @ 1.43 Litre/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/ 10 Sqm Over New Surfaces. Etc Complete All As Specified And As Directed , Material And Labour For 25 Mm Type B-0, 1:2:4 (12.5Mm Graded Aggregate) As In Padding Of Roof Top Finishing Even And Smooth Without Using Extra Cement To Ascertain The Proper Slope With Using Wpc As Per Manufacturer Instruction Complete All As Specified And As Directed. , Material And Labour For Water Proofing Treatment To Reinforced Cement Concrete Roof Slab, Including Parapet Comprising With The Following Courses Of Treatment/Specification From Bottom To Top: (I) Taking Out Old Roof Tratment And Roughening Tha Same Old Concrete Slab By Picking, Sweepingc Clean And Washing Down With Water To Remove Dust Etc (I) Screed Bed Or Bedding Layer Of Mortar 15Mm Thick In Cm 1:4 For Laying As In Roof Slab With Mixing Of Wpc And Surface Finished Fare And Smooth Without Using Extra Cement (Wpc Shall Be Measured And Paid Seperately) (Iii) Cleaning The Plastered Roof Surface And Applying One Coat Of Cold Bituminuous Primer @ 0.25 Ltr/Sqm Confirming Ti Is: 3384 -1986 (Iv) App Based Polymeric Menbrane 3Mm Thick (Minimum) Weighing 3.5 Kg/Sqm Reinfiorced With Polyster Non Woven Fabric (Weighing Not Less Than 160Gms/Sqm) Shall Be Less Appliedb Over Bituminous Primer As Specified Above Over A Application Of Polymeric Membrane Shall By Torch Application. The Overlaps Shall Be Minimum 100Mm On The Teransverese Direction And 75Mm On Longitudinal Direction. (V) Applying Two Coat Of Aluminium Paint Over The App Modified Membrane @ 0.11Kg/Sqm. , Material And Labour For Cutting And Uprooting Vegetation Growth/Plants Of Any Size On Roof Surface Or Chajja Including Muds And Disposal The Same To A Distance N.Exe. 50 M And Cleaning The Site Complete All As Specified And As Directed.
Contract Date: Jun 19, 2026 Contract Value : ₹ 31.85 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 7
Assam View Result →
38.
Railways #11272169 AOC
Bids Are Invited For Obhs And Related Service For Railways (New Version 2.0) - Washing Cleaning Drying Ironing Etc And Carting Of Bed Sheet As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Washing Cleaning Drying Ironing Etc And Carting Of Pillow Cover As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Washing Cleaning Drying Ironing Etc And Carting Of Face Hand Towel As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Removal Washing Cleaning Drying Ironing Etc And Fitment Of Big Curtain As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Removal Washing Cleaning Drying Ironing Etc And Fitment Of Small Curtain As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Washing Cleaning Drying Etc And Carting Of Bath Towel As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Washing Drying Etc And Carting Of Blankets As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Washing, Cleaning Drying Ironing Etc And Carting Of Blanket Cover For First Ac As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Cost Of Supply Of Envelopes Including Packing Charges Of Packets As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Supply Of Canvas Bag As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Cartage Work Including Loading And Unloading Work By Pick Van Per Km Basis As Per Given Boq Here Number In Type Of Uom On Gem Should Be Read As Km; Not Applicable; Not Applicable; Not Applicab.. , Obhs And Related Service For Railways (New Version 2.0) - Overall Cost Of Amc Of Machines For Four Years As Per Boq, Here Number In Type Of Uom Should Be Read As Overall Cost For Four Years So, Total Quantity As Per Uom Is Taken 01 For Overall Cost .. , Obhs And Related Service For Railways (New Version 2.0) - Outside Mechanized Washing Drying Etc Of Linens Items At Firms Premises Laundry Plant As Per Given Boq Here Number In Uom On Gem Should Be Read As Packet; Not Applicable; Not Applicable; Not A.. , Obhs And Related Service For Railways (New Version 2.0) - Outside Mechanized Washing Drying Etc Of Blankets At Firms Premises Laundry Plant As Per Given Boq Here Number In Uom On Gem Should Be Read As Blanket; Not Applicable; Not Applicable; Not Appl.. Total Quantity : Obhs And Related Service For Railways (New Version 2.0) - Washing Cleaning Drying Ironing Etc And Carting Of Bed Sheet As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Washing Cleaning Drying Ironing Etc And Carting Of Pillow Cover As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Washing Cleaning Drying Ironing Etc And Carting Of Face Hand Towel As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Removal Washing Cleaning Drying Ironing Etc And Fitment Of Big Curtain As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Removal Washing Cleaning Drying Ironing Etc And Fitment Of Small Curtain As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Washing Cleaning Drying Etc And Carting Of Bath Towel As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Washing Drying Etc And Carting Of Blankets As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Washing, Cleaning Drying Ironing Etc And Carting Of Blanket Cover For First Ac As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Cost Of Supply Of Envelopes Including Packing Charges Of Packets As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Supply Of Canvas Bag As Per Given Boq; Not Applicable; Not Applicable; Not Applicable; Number , Obhs And Related Service For Railways (New Version 2.0) - Cartage Work Including Loading And Unloading Work By Pick Van Per Km Basis As Per Given Boq Here Number In Type Of Uom On Gem Should Be Read As Km; Not Applicable; Not Applicable; Not Applicab.. , Obhs And Related Service For Railways (New Version 2.0) - Overall Cost Of Amc Of Machines For Four Years As Per Boq, Here Number In Type Of Uom Should Be Read As Overall Cost For Four Years So, Total Quantity As Per Uom Is Taken 01 For Overall Cost .. , Obhs And Related Service For Railways (New Version 2.0) - Outside Mechanized Washing Drying Etc Of Linens Items At Firms Premises Laundry Plant As Per Given Boq Here Number In Uom On Gem Should Be Read As Packet; Not Applicable; Not Applicable; Not A.. , Obhs And Related Service For Railways (New Version 2.0) - Outside Mechanized Washing Drying Etc Of Blankets At Firms Premises Laundry Plant As Per Given Boq Here Number In Uom On Gem Should Be Read As Blanket; Not Applicable; Not Applicable; Not Appl..
Contract Date: Ref. Documents Contract Value : ₹ 41.59 Crore
Government Departments No of Bidders 8
Uttar Pradesh View Result →
39.
Defence #11270990 AOC
Bids Are invited for Procourement Of R1 Spare Of Plant Equipment Dozer Jcb Mpt Fuel Filter , Oil Filter , Hyd Filter , Steering Filter , Jack Cyl Seal , Hyd Mtr , Track Chain Seal , His Mtr Cable , Terminal , Mud Filter , Air Filter , Painting Gun With Air Line , Fan Belt , Bty Post Lead , Feed Pump , Lifting Pump , Jack Cyl Seal , Accelerator Cable , Break Bulb , Jcb Cabin Fan , Air Filter , Service Kit Mpt , Mpt Staring Ignition Switch , Heavy Duty Socket , Lashing Belt For Jcb And Mpt , Heavy Duty Knot Opener Machine , Mini Socket Set , Washing Pump With Motor 3Hp Single Phase , Washing Pressure Pipe , Pressure Adopter , And Bond , Hammering Paper , M Seal , Third Tape , Grease Gun Adopter , Adjustable , Grease Gun 8 Kg , Hose Pipe 1 And Half Inch Total Quantity : 208
Contract Date: Ref. Documents Contract Value : ₹ 2.71 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 4
Haryana View Result →
40.
Road Transport and Highways #11247046 Technical Bid
Tender for Automatic Bus Washing Plant Atrauli Depot
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
41.
Defence #11240952 AOC
Bids Are Invited For 1 Bulb Zero Watt Red Color 2 Bulb Zero Watt Green Color 3 LED Bulb 5 W 4 LED Bulb 12 W 5 LED Bulb 15 W 6 LED Bulb 18 W 7 LED Bulb 20 W 8 LED Bulb 23 W 9 LED Bulb 85 W 10 LED Tune light 4 feet Complete Assy 24 or 25 W 11 LED Tube Light 2 feet Complete Assy 12 LED Tube light 20 Watt 13 Main Switch 32A 3 Phase 14 Multipin plug 16 A Make 15 Multipin plug 10 A Make 16 Multipin Socket 16 Amp 17 Multipin Socket 10 Amp 18 2 Pin Socket 6 Amp 19 Modular Board 4 inch x 4 inch PVC 20 Modular Board 4 inch x 6 inch PVC 21 Modular Board 6 inch x 8 inch PVC 22 Modular Board 8 inch x 10 inch PVC 23 Modular Board 10 inch x 12 inch PVC 24 Automatic Voltage Stabilizer Cap 2KV Brand Bluebird Product Category StabilizersCapacity 2 kVAWinding Copper WoundWorking Range v 170 to 270 VOutput Voltage 195 to 245 VSuitable For Deep Freezer Microwave Ovens Washing Machine Water Coolers upto 75H.P.Package Contents 1 Stabilizer Manual Warranty CardWarranty 1 Year against manufacturing defects 25 Flexible wire Roll of 90 Mtrs 0.75 Sqm 26 Inverter 5 KVA with battery CVT 5 KVVA Rating 5KVA No. of Batteries Supported 4Maximum Panel Capacity 4000WpNominal Battery bank voltage 48VApplication Area Commercial Applications, Homes and Small ShopsProduct Category HybridInput Voltage Range 65V-165VFeatures Maximum Power Point Tracking User selectable priority settings Real time remote monitoring Export excess power generated & also get backup In-built Zero Export FunctionWarranty 36 Months 27 Battery 150 Amp for inverter Battery Capacity 150 AhBattery Type Tubular TypeType Tubular BatteryWarranty 2 YearModel ECProtection From Battery Deep Discharge 28 Washing Machine Heavy Duty fully auto with Dryer 16 Kg Capacity 15 KilogramsColour Middle BlackProduct Dimensions 77 D x 64.5W x 94H CentimetersSpecial Feature Inverter Auto Restart Child Lock Adjustable Leveling Legs LED DisplayCycle Options Active Steam Tub Clean Baby Wear Cotton AllergenVoltage 230 VoltsControls Type RemoteMaximum Rotational Speed 1400 RPMAccess Location Top Load 29 Water Pump 1.5 HP MONOBLOCK 30 Water Pump 1.0 HP MONOBLOCK 31 Electric Heater Liquid filled 2000W 32 Caseling Caping size 32 x 13 mm 33 Power Socket with Switch 16 AMP 34 Modular Switch 06 AMP 35 Switch Piano 06 AMP 36 Switch Socket Combined 6 AMP 37 Angle Holder 6 Amp 38 Pendent Holder 39 Button Holder 40 MCB 6A 41 MCB 10A 42 MCB 16A 43 MCB 15A 44 MCB 32A 3 Phase 45 MCB 3 Phase 63 AMP 4 pole 46 MCB Box 20 Watt 47 MCB Box 4 Way 48 Automatic Voltage Stabilizer Cao 2 KVA 49 Change over switch 100 AMP 50 Change over Switch 63 AMP 51 Insulation Tape steel Grip 1 inch 52 Electric Gyser 3000 watt 25 Ltr Cap 53 Fuse wire 16A 200 gms Roll 54 Inverter 1100 VA12V 55 Tall Tabular battery inverter 220 Ah 56 Ceiling Rose 57 Wall mounted Fan 58 Casing Caping 3 obliq 4 inch x 6 feet long 59 Water heating Plant Electricall and SK oil Operator Hamam 500 ltr 60 Tube light Square BoxCeling Light
Contract Date: Ref. Documents Contract Value : ₹ 30.67 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 4
Arunachal Pradesh View Result →
42.
Power #11237449 AOC
Bids Are invited for Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Residential; 2755929; Service Provider - Operation And Maintenance Of Water Treatment Plant Having One Flash Mixer With Agitator And Clarification Tank Having Rotating Bridge, Two Filter Beds, One Chemical House Having Two Alum Solution Tanks With Agitator, 132 Kl Overhead Tank, One Sump Well And Its Pumps Motor Filter Water Sump And 1To 3 Nos Pumps And Motor Upto 30 Hp, 2 Nos Pumps And Motor Upto 60Hp, And All Other Accessories Including Cleaning Of Clarification Tank , Filter Water Reservoir Tank 2 Nos With Site Pit And Out Side Back Wash Pit Including Cost Of All Labour T&P , Cost Of All Consumables Such As Grease, Lubricating Oil, Mobil Oil, Gear Oil, Packing Seat, Coupling Of Gear Box , Gland Dori Etc. Required For Proper Completion Of Work. Work Includes The Up Keeping And Cleaning Of Surrounding Area Of Filteration Plant, Daily Collection Of Treated Water S Le From Filteration Plant And Submitting The Same To Chemistry Lab Of 2X210mw For Testing And Collection Of Report And Maintaning The Test Register. Work Also Includes The Watch & Ward Of The Filtration Plant Complax Round The Clock And Daily Cleaning/Dusting Of All Equipments Fixed At Filteration Plant As Pump, Motors, Main Switches, Starters Etc. And Disposal Of Debries Out Side The Periphery Of Filtration Plant. , Operation Of Tube Well Daily By A Suitable Experienced Operator Continuously Or In Different Intervals As Per Program Fixed By Engineer-In-Charge Including Opening And Closing Of Valves, Greasing Of Motor, Changing Of Fuse Wire Etc. As Required For Proper Running Of Tube Well/Pump Set Of 15 Hp Inside Power House Area (Store Area). , Operation Of Over Head Tank 190 Kl And Pump House Near Type-Ii Area (Near Ministrial Club) As Required Including All Valves, Indicator And Cleaning Of Stairs, Structure And Area Inside Boundary Wall And Its Watch And Ward 24 Hrs. Daily. , Operation Of Pump Set Of 15 Hp And Tubewell Near Inter College Area (Type Iii) As Required Three Times Daily , Re-Winding Of Ac Mono Block, 3 Phase Motor, With Best Quality Insulating Material, Including All Charges Of Dismantling Of Motor And Its Pertaining Items Such As Suction And Delivery Pipes If Required And Stacking In Departmental Store And Including All Charges For Re Fixing Of Motor And Also Fixing Of Motor At Any Tube Well/ Pump House As Per Direction Of Engineer- In -Charge, Including Supply And Fixing Of All Material Like Nut, Bolt, Washer Packing Welding Grinding Of Shaft Etc. And Testing Of Motor Etc. All Complete . All Waste Material Like Burnt Wire Shall Be The Property Of The Contractor.3 Hp To 5 Hp , 7.5 Hp To 10 Hp , 15 Hp , Same As Item No 5 But Rewinding Of Submersible Motor Of Following Pump.1 Hp To 3 Hp , 5 Hp To 7.5 Hp , Repairing Of Following Submersible Pump Including All Charges Of Dismantling Pump And Its Purchasing Item Such As T&P Etc.1 Hp To 3 Hp , 5 Hp To 7.5 Hp , Providing & Fixing Of Bearings S.K.F. Or Nbc (From Main Distributor Produced With Orignal Cash Memo) Equivalent Make Including Removing Of Bearing From Pump/Motor Including Cost Of All Labours Material, T&P Etc. All Complete, 3 Hp To 5 Hp , 7.5 Hp To 10 Hp , 15 Hp , Supply & Filling Of 16/30 Gauge Approved Ram Nager Betwa Sand In Filter Bed Of Filtration Plant Situated In Colony Area Of Parichha Thermal Project, Parichha. , Taking Out Of Gear Box Fixed A Colony Water Treatment Plant Rotating Bridge, Opening Its Nut & Bolts, Replacement Of Gear Oil Big Oil Seal No. (Kds/1335/P25 Die 175.3), Small Oil Seal No. Kds-2705, Including Packing , Oiling, Tightening Of Nut & Bolts And Assembling , Reerecting , Repairing The Same On Bridge With Flocculate Or Rotating Bridge Including Making Proper Alignment With All Required Arrangements Including The Cost Of All Material, T&P Etc. Required For Proper Completion Of Work. , Repair Of Warm Shaft And Gear Of Gearbox Of Suitable Make By Filling Of Required Type Of Material Over Gear And Shaft (Warm Shaft) And Cutting Grove, Thread Etc. Over If On The Lathe Machine As Per Specification. Including The Cost Of All Material, T&P, Carriage Etc. Required For Proper Completion Of Work. , Same As In Item No 17 Above But For Providing And Fixing Of Rotating Shaft , Providing Fixing Of Thrust Bearings S.K.F. Or Nbc Make Of Approved Quality For Reduction Gearbox Of Approved Make And Including Removal Of Old Bearing, Checking Of Bore Size Inner And Outer And Fixing It In Proper Alignment Including Cost Of All Labours Material, T&P Etc. All Complete, For Warm Shaft (Gear Shaft) , For Rotating Shaft. , Opening Out Complete Assembly Of 25 Hp Pump And Column Pipes Fitted Of The Pump House Near 450 Kl Over Head Take, Repairing And Re-Fixing Including Other Cost Of All Material Such As Rubber Bush Bearing, Nut Bolts And Gland Plate Etc. Machinery Work, Grinding, Cutting Threading, Transportations Etc. If Required And General Over Hauling Of Complete Pumps For Proper Completion Of Work. , Same As In No. 21 Above But For 30 Hp Pups Installed At Colony Filtration Plant. , Supply And Fixing Of The Following Starter L&T Or Other Equivalent Approved Make For Following Motors., 5 Hp Ml-1 , (7.5 Hp-10) Ml-2 , (15 Hp-20 Hp) Ml-2 , Above 20 To 25 Hp Ml-2 , Providing And Fixing Of Bush Of Approved Quality For 5 Hp To 15 Hp Pumps Including The Cost Of All Labour Involved For Opening Out & Re Fixing Of Bush In Pumps And T&P Etc. For Proper Completion Of Work. , Cleaning Of Over Head Tank 450 Kl Capacity Of 28 Meter Staging, Removing & Cleaning Of Silt Mud Sludge Etc, And Its Disposal At Ground With In 30 M Lead And Washing Inside The Tank Disinfecting The Bottom Surface And Walls Of The Tank With Water, Containing Bleaching Powder Including Supply Of All Material, T&P Etc. Required For Proper Completion Of Work. , Same As Above In Items No.28 But For 100 Kl To 190 Kl Capacity Over Head Tank Of 15 To 20 Meter Staging , Same As Above In Items No.28 But For 50 Kl To 150 Kl Capacity Under Ground Water Tank. , Supply And Fixing Of Gland Plate For Upto 10 Hp Water Pump Including Supply Of All Material, T&P Etc. Required For Proper Completion Of Work. , Repair Of Starter For Electric Motor, Opening Out , Choking , Changing Its Oil, Minor Parts Such As Nut, Bolts, Washer, Damaged Contacts And Other Parts Required Including Of All Material, T&P Etc. Required For Proper Completion Of Work.(Cost Of Relay Sale Be Paid Extra As Per Actual) , Providing And Fixing (150 Mm Dia To 200 Mm Dia) Non Return Value (Nrv) Isi Make Of Approved Quality Including Supply Of All Material, T&P Etc. Required For Proper Completion Of Work.(With Minimum 6 Months Guarantee.) , Providing And Fixing Brass/Gunmetal Impeller For 30 Hp Vlt/Turbine Pump Installed At Filtration Plant In Colony Area As Per Details Given Below And As Per S Le. Including Supply Of All Material Like Seal Ring Lock Vollet , Bearing Coupling , Bush Packing, Nut, Bolt And All Other Material, T&P Etc. Required For Proper Completion Of Work. Make Warthanth/ Jonston /Jyoti, Capacity 180 M3 /Hr , Speed 1460 Rpm Head , 30 M) , Providing And Fixing Of Impeller For The Following A.C. Mono Block Pumps Of Kirloskar Or Other Approved Make Including Supply Of All Material, T&P Etc. Required For Proper Completion Of Work. 5 Hp To 7.50 Hp , 10 Hp To 15 Hp , Providing And Fitting The Following Items Upto 15 Hp Ac Mono Block Pumping Set All Material, T&P Etc. Required For Proper Completion Of Work With Pvc Cooling Fan Of Approved Quality. , P/F Key Way Of Coupling , Re-Metallising Of Bearing Seat On Rotarshaft And Machining , P/F Terminal Plate. , P/F Cooling Fan Cover Of Motor. , P/F Terminal Box Of Motor. , Replacing Of Set Of Main Contact Of Starter (L&T) Make Of Isi Mark Including The Cost Of All Labour, Material And T&P Etc. Required For Proper Completion Of Work. , P/F Of Condenser Of 45 Mfd Isi Mark For 2 H.P. Single Phase 230 V.A.C. Starter. , Repairing Of Following Sluice Valve Including Opening Out And Refixing Of Sluice Valve Accessories Such As Nut, Bolt, Glane, Repaired Spendil Etc. Including The Cost Of Machinery Arrangement, Nut, Bolt, Packing Etc. All Complete.(Min. Three Months Guaranty) Filling Required Type Of Metal Over Spindle And Gutka For Spindle And Machining Cutting Threading Over Spindle Its Clearing Of Rod On Lath Machine And Gutka Fixing In Spendil Etc. Or Replacement With New One (Old Material Will Be Property Of Contractor) And Re-Fixing Of All Accessories Including All Cost And Labour Material, T&P Etc. Required For Proper Completion Of Work.80 Mm Dia , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia To 400 Mm Dia , Filling Required Type Of Metal Over Sluice Valve Seat Both Sides Including Cutting , Grinding, Welding , Fixing , Of Nut , Bolt, Washer In Sluevalve If Required Including Of Cost Of All Labour Material, T&P Etc. Required For Proper Completion Of Work.80 Mm Dia , 100 Mm To 125 Mm Dia , 150 Mm Dia To 250 Mm Dia , 300 Mm To 400 Mm Dia , Providing Cotton Mosquito Proof Net Covers To Water Beds Of Filter Plant Of Size Approximate 6.20X4.0X0.90 M Doubly Stitched From Inside And Outside With Minimum 25 Mm Wide Cotton Strip Including Cost Of Material Labour, Cartage, Taxes T&P Etc. Complete. , Hiring Charges Of Breaker Including Cost Of Tractor,Operator Deisel ,Lead Upto 50 Meter And All T&P Required For Execution Of Work. , Making Connection Of G.I. Distribution Branch With G.I. Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete : 25 To 40 Mm Nominal Bore , 50 To 80 Mm Nominal Bore , Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc External Work, 15 Mm Dia , 20 Mm Dia , 25 Mm Dia , 40 Mm Dia , 50 Mm Dia , 65 Mm Dia , 80 Mm Dia , 100 Mm Dia , 125 Mm Dia , 150 Mm Dia , Same As Above In Item No. 5 But Without Excavation, 15 Mm Dia , 20 Mm Dia , Providing & Fixing Of G.I. Reducing Socket For ‘B Class Pipe Of Following Dia Including Supply Of All Material, Labour T&P Etc. Complete. 20 X 15 Mm Dia , 25 X 20 Mm Dia , 50 Mm To Any Smaller Size , 65 Mm To Any Smaller Size , 80 Mm To Any Smaller Size , 100 Mm To Any Smaller Size , Dismantling G.I. Pipes (External Work) Including Excavation And Refilling Trenches After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes Within 50 Metres Lead As Per Direction Of Engineer-In-Charge, 15 Mm To 40 Mm Nominal Bore , Above 40 Mm Nominal Bore , Supply And Fixing Of G.I. Tee For Class B Pipe Of Approved Quality Including Cost Of All Material Labour T&P Etc. Complete. 15 Mm Dia , 20 Mm Dia , 25 Mm Dia , 40 Mm Dia , 50 Mm Dia , 65 Mm Dia , 80 Mm Dia , 100 Mm Dia , Supply And Fixing G.I. Bend/Elbow Of Approved Quality Including Cost Of All Material Labour T&P Etc. Complete. 15 Mm Dia , 20 Mm Dia , 25 Mm Dia , 40 Mm Dia , 50 Mm Dia , 65 Mm Dia , 80 Mm Dia , 100 Mm Dia , Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I) Single Socketed Pipes;75 Mm Diameter , Same As Above But 110 Mproviding And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I) Single Socketed Pipes;110 Mm Diameterm Outer Dia , Providing And Fixing 110X25 Mm Outer Dia Pvc Saddle Or 110 Mm Outer Dia Pvc Including Rubber Ring Including All Excavation, Refilling The Trenches Including Cost Of All Material Labour T&P Etc. , Providing And Fixing Pvc Flange Tail Piece For 110/90 Mm Outer Dia Pvc Pipe Line , Providing And Fixing C.I. Sluice Valves (With Cap) Complete With Bolts, Nuts, Rubber Insertions Etc. (The Tail Pieces If Required Will Be Paid Separately) :100 Mm Diameter Class I , 150 Mm Diameter Class I , Providing And Fixing G.I. Union In Existing G.I. Pipe Line, Cutting And Threading The Pipe And Making Long Screws Including Excavation, Refilling The Earth Or Cutting Of Wall And Making Good The Same Complete Wherever Required : 15 Mm Nominal Bore. , 20 Mm Nominal Bore. , 25 Mm Nominal Bore. , 50 Mm Nominal Bore. , Repair Of Leakage In G.I./C.I./M.S./Pvc Pipe Line Of 20 Mm Dia To 200 Mm Dia Including Necessary Excavation Dismentalling And Relaying Of Pipe And Refilling Of Trenches Also Including Supply And Replacement Of Nuts/Bolts Washes Socket Flange Tail Piece, Spun Yard Safeda Welding Etc. Complete. 20 Mm Dia To 40 Mm Dia Pipe Line , 50 To 125 Mm Dia , 150 To 200 Mm Dia , Repair Of Reflex Valve By Removing It From Pipe Line Or Section And Of Pumping Set From Any Tube Well Opening Its Nuts And Bolts Replacing The Rubber/Leather Washer Making It Water Tight By Lightening Of Nuts And Bolts Reerecting/Refixing The Same In Pipe Line On In Tube Well Suction And Including Cost Of Job For Diameter Ranging From 100 Mm To 200 Mm Dia Including Taking Out Suction Pipe Of Required. , Supplying And Fixing Of G.I. Tee For Class B Pipe Of Approved Quality Including Cost Of All Material Labour T&P Etc. Complete.40X40x15/20 Mm Dia , 50X50x15/20 Mm Dia , Providing And Fixing 100 Mm Dia C.I. N.R.V. I.S.I. Marked Approved Quality Including Cost Of Al Labour, T&P Etc. Required For Proper Completion Of Work , Supply Of D Joint Of Following Dia Including Cost, Cartage Etc. Complete. 65Mm To 80 Mm Dia , 100 Mm Dia , 150 Mm Dia , Dismantling Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50Metres Lead As Per Direction Of Engineer-In-Charge : Water Bound Macadam Road , Bituminous Road , Cleaning Jungle Including Uprooting Of Rank Vegetation, Grass, Brush Wood Trees And Saplings Of Girth Up To 30 Cm Measured At A Height Of 1 M Above Ground Level And Removal Of Rubbish Up To A Distance Of 50 M Outside The Periphery Of The Area Cleared. , Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality (Screwed End) : 25 Mm Nominal Bore , 50 Mm Nominal Bore , 65 Mm Nominal Bore , 80 Mm Nominal Bore , Providing And Fixing Ball Valve (Brass) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete,15 Mm Nominal Bore , 20 Mm Nominal Bore , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means Over Areas (Exceeding 30Cm In Depth. 1.5M In Width As Well As 10 Sqm On Plan) Including Disposal Of Excavated Earth, Lead Upto 50M And Lift Upto 1.5M, Disposed Earth To Be Levelled And Neatly Dressed. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size). , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete: , 12 Mm Cement Plaster Of Mix : 1:6 (1 Cement: 6 Fine Sand) , Providing And Fixing Brass Stop Cock Of Approved Quality Weight Not Less Than 400 Gram. 15 Mm Nominal Bore. , Attending To Petty Maintenance Services Like Plumbing, Welding, Carpenting, Mason With One Carpenter Plumber Or Mason And One Helper Per Hour , Dewatering By Pump Of Capacity 5/7.5 Hp With 4 Meter Sump And 50 Meter Pump Length Including Installation, Operator/Helper, Desiel/Fuel Etc As Per Direction Of Engineer In Charge.
Contract Date: Ref. Documents Contract Value : ₹ 36.48 Lakh
Boards / Undertakings / PSU No of Bidders 3
Uttar Pradesh View Result →
43.
Housing Urban and Rular Development #11229363 AOC
Misc. Repairs And Other Civil Works Of Tiles, Doors, Windows,Wooden Flooring, Shed And Internal And External Painting In C.M. Bunglow Civil Line Nagpur.(Only For Society).-= 1 Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With natural sand/V.S.I. quality Artificial Sand 2 Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. 3 Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete. 4 Providing and laying vitrified mirror / glossy finish tiles decorative typehaving size 590 mm to 605 mm x 1190 to 1202 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and clearingetc. complete. a) Flooring 5 Providing and laying Vitrified MATT finishhaving decorative type of size 1000 millimeter x 1000 millimeter of 8 to 10 millimeter thickness (on a existing flooring) with bonding chemical andconfirmingtoIS15622-2006(GroupBla)ofapprovedmakeshadeandpatternfor flooringinrequiredpositionlaidonabedofbondingchemicalfillingjointscuringand cleaning etc .complete. 6 Providing and laying ceramic tiles of having size 30 cm x 30 cm confirming to I.S.15622/2006 (group D II-A) and 7 to 8 mm thick for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white/colour cement slurry cleaning curing etc. complete. 7 Providing and laying ceramic tiles ofhaving size 30 cm. x 30 cm. and confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. 8 Providing and fixingTable top white wash basin of size 120x635x405mm rubber plugs and brass chain, withpillar cock, C.P.Angular stop cock long thread, continentalincluding S.S. bottle trap of approved make havingnecessary pipe connection up to theoutside face of the wall.etc complete as directed by Engineer in charge. 9 ProvidingandapplyingTextureplasterwithfinishingwithtexturematerial ofapproved makein 3 to 4 millimeterthickness on previously plastered surface, including Plaster Groove 6mmthicknessorTapeGrooves35to45mmthicknessorasrequired,inallposition including preparing the surface, scaffolding etc. complete. 10 Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension ?63.50 x 38.10 x 1.02 mm at weight 0.547 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With powder coating with box 11 Providing and laying cement concrete flooring 40 mm thick with M15 cement concrete laid to proper level and slope in alternate bays including compaction, filling joints, marking lines to give the appearance of tiles of 30 cm x 30 cm or other size laid diagonally/ square etc finishing smooth (with extra cement) in any colour as directed and curing etc. complete. With Crushed Sand. 12 Providing and fixing M40 grade thick vibrated pull cast or similar type concrete frame with chamfer conforming to I.S. 65241983 having 6 mm dia bars 3 Nos. And strips @250 mm c/c and fixing in wall with 6 Nos. of hold fast of 12 mm dia bars 500 mm long including primer and oil painting etc, complete) frame size 60 mm x 125 mm 13 Providing and fixing solid core flush door shutter in single leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete. 14 Providing and fixing fiber glass reinforced polyster door shutter 30 mm thick as per IS 14856 (2000) (Reaffirmed 2006) without ventilator including chromium plated fixtures and fastening with chromium plated handles on both sides, etccomplete 15 Providing sills of required material 20mm to 25mm thick, on a bed of cement mortar 1:4 including cement float, filling joints with neat cement slurry, curing, polishing, rounding edges, cleaning complete.b) Granite 16 Providing and applying two coats of textured synthetic paint of approved shade and quality and one coat of primer before applying textured paint including scaffolding if necessary preparing surface by thoroughly cleaning oil, grease, dirt and other materials as required, etc. complete. 17 Removing G.I. or A.C. sheet roofing including purlins, principal rafters etc. including sorting serviceable and unserviceable materials, stacking the same as and where directed in the compound including scaffolding etc. complete. 18 Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc.as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete.Spec. No. : As directed by Engineer-in-charge. 19 Providing and fixing acrylic plastic sheet panels of approved quality in required thickness plain clear or any colour or obscured linings in lieu of glass pans to doors/windows including providing and fixing clips, putty etc. complete. (a) 2.00 mm thick. 20 Providing and fixing European type wall-hung white water closet of approved make with push valve concealed type with cover plate 32mm size of approved make including soil pipe, vent pipe up to outside face of wall ,100mm dia. G.I. plug bend inlet pipe all fittings, cuttingand making good walls, floors etc. complete. 21 Providing and fixing 450mm x 550mm size superior type Belgium mirror with 16mm dia. nickel plated towel rod etc. complete. 22 Removing W.C. Pan including disconnecting the sanitary and water supply connections, removing and breaking flooring and bed con-crete around pan removing the same carefully and stacking the service-able materials as and where directed includingthrowing the unserviceable materials out side etc. complete. 23 Providing and fixing white glazed earthenware Wash Hand Basin of 45cm x 30cm size including cold water pillar tap/cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap and necessary pipe connection including P.V.C. waste pipe and trap up to the outside face of the wall. Making good the damaged surface, testing etc. complete. 24 Providing and fixing 10 cm PVC nahani trap with grating etc. complete. 25 Providing and fixing 1st class white glazed earthenware Orissa Type W.C. Pan 580 mm dia including P or S trap cast iron soil and vent pipe upto the outside face of the wall (1:5:1 0) cement concrete bedding 15 mm thick, 10 liter P.V.C. flushing cistern with all necessary pipe connection etc. complete. 26 Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 27 Providing and fixing on walls/ceiling/floor 20 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 28 Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 29 Providing and fixing on walls/ ceiling/ floor 32 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 30 Providing and fixing 15 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete. 31 Providing and fixing C.P. BIB cock with wall flange jaquar or equivalent make continental (CAT.NO. CON-047) including necessary sockets/ union nut etc. complete. 32 Providing and fixing C.P. Angular stop clock with wall flange Jaquar make or equivalentcontinental (CAT.NO. CON-059) including necessary sockets/union nut etc. complete. 33 Providing and fixing C.P. pillar cock long neck with aerator jaquar or equivalent make continental (CAT.NO. CON -021) including necessary sockets/union nut etc. complete. 34 Providing and fixing screw down 15 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete 35 Providing and fixing screw down for 25 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete. 36 Providing and fixing chromium plated towel rod 16 mm dia and 75 cm. in length including all accessories complete. 37 Providing and fixing 15 mm. dia Ball cock medium type with PVC float including sockets & necessary fittings and tested as per municipal requirement etc. complete. 38 Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres 39 Providing and fixing 15cm x 10cm salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap. 40 Providing and constructing Brick Masonry inspection trap Chamber 90cm x 45cm including 1:4:8 C.C foundation, 1:2:4 C.C.channels/half round glazed stoneware pipe channel, salt glazed stone-ware intercepting trap with rodding pipe set in 1:4:8 cement concrete block, brick masonry plastering inside and Outside, fixed in cement concrete with R.C.C. Cover. 41 Providing & constructing Brick Masonry Inspection Chamber 60cm x 45cm With R.C.C. raft in B.C. soil area including cost of reinforcement, 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and airtight 75 mm thick R.C.C. cover etc. complete. 42 Providing and fixing C.P. wall mixer with provision for overhead shower with 115mm long bend pipe and wall flange jaquar or equivalent ?make continental (CAT.NO. CON-273 UPR) including necessary sockets/union nut etc. complete. 43 Providing and fixing 75 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete 44 Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete. 45 Providing and fixing crimped with G.I. mesh and size 20 mm x 20mm 10 guage to iron angle frame including welding crimp mesh to angle frame and steel flat, fixing the frame in its original position and oil painting etc.complete ( excluding cost of structural steel) 46 Transportation of material obtained from debris of various sorts including necessary excavation/ loosing including loading, unloading and conveying and disposing as directed. 5 km leadloading unloading 47 Providing , laying and fixing ,jointingEco- drain 160 mm SN 4 Nu- Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees , coupler, etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated materialetc. complete. 48 Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Medium duty (140 kg) 49 Providing and fixing reinforced cement concrete cover of size 60 cm x 45 cm with frame over inspection chamber etc. complete.Medium duty (100 kg) 50 Providing and fixing heavy duty inter locking concrete RUBBER MOULD GLOSSY PAVING BLOCKS of 60 millimeter thickness of having a strength of 400 Kg/sq.m of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick including striking joints and cleaningetc. complete. (using 100% crushed sand) 51 Providing and fixing in position Gypsum board false ceiling with 12.5 mm thick Gypsum boards,screwed/fixed to the under structure of suspended G.I. Grid constructed and suspended from the main ceiling consisting of ceiling sections of size 25 x 50 mm maximum center to center distance of 600 milimetre perimeter channel and intermediate channels at maximum center to center distance 1200 milimetre galvanized grid should be fixed to reinforced cement concrete slab. The gypsum board should be fixed to galvanized iron grid with necessary screws.The boards should be taped and filled from underside to give smooth, seamless ceiling. The rate should include necessary additional ceiling sections and intermediate channels.Additional intermediate channels should be fixed to strap hangers for additional support to prevent strapping at every 1200 milimetre item to be completed in all respect including necessary sleeves for ducts finishing of joints cut outs, painting including labour, material, lifts etc. all complete. 52 Providing and fixing Shutter to wall Cupboard consisting of Teak Wood styles and Rails 25 mm thick and 75 mm wide with panel insert of 12 mm thick particle Board with one approved coloured Laminated Face on one side 1.5 mm thick, bonded with Phenol Formaldehyde Synthetic Resin including Lipping Beading. Iron oxidised fixtures and fastening and oil primer coat etc. complete. (Excluding cupboard frame). 53 Providing and fixing valley gutter of 22 B.W.G. (0.8 mm) plain galvanised iron sheets 90 cm wide with teak wood planking 20 mm thick including two coats of coal-tarring the upper surface of plank etc. complete.(excluding painting to underside of plank). 54 Providing and fixing C.P. 2 Way BIB cock with wall flange of approvedmake including necessary sockets/ union nut etc. complete as directed by Engineer in charge. 55 Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center-to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 kg/sqm) 56 Providing and fixing Country cut teak wood double or single leaf panelled shutters, 35 mm thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mm thick and panels without ventilator as per detailed drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats complete 57 Cleaning elevated water storage Reservoir within a given period, by using bleaching powder at the rate of 14 gm/sq.m .washing thrice potassium permanganate at the rate of 2.50 gm/sq.m. finally, cleaning washing by using nylon brush, coir string and duster, bailing out water etc. complete. i)Tank capacity up to 2,000 litre. 58 Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete 59 Replacement of damaged Mortise Lock of approved quality and make to door shutter including Removing and Refixing with Necessaryscrew, making proper adjustment for smoothoperation etc. complete as per sample approved by Engineer in-chareg. 60 ProvidingHydrulic door closer .... 61 ProvidingSuper Jet Spry with flange 2 in 1 faucet 1.50 mtr long. 62 Providing Skilled plumber with tools as per direction of Engineer Incharge. 63 Providing skilled carpentor with tools as per direction of Engineer Incharge 64 Providing and applying plastic emulsion paint of approved quality, colour and shade to old and new surfaces in two coats including scaffolding, preparing the surface and including scraping etc. complete. 65 Providing and applying two coats of synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. 66 Providing and applying single coats ofexterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete. 67 Providing and fixing sheet glass of 24 oz. for all size including putty etc. complete 68 Providing and fixing high level 10 liter capacity with fittings inlet PVC pipe with stop tap ,brackets for fixing the cistern,32 mm dia. PVC flush pipe with fitting and clamps 20 mm dia. PVC overflow pipe with mosquito proof couplings, galvanised iron chain and pulley painting if ordered to cistern pipe etc. and cutting and making good the damaged wall and testing etc. complete ( Prior approval of sample and brand by Ex. Engr. is necessary before use) 69 Manualy clearing the chockes from under ground drainage line including Inspection chambers with the help of required tools for propre functioning line chamber to chamber etc. complete. 70 Providing and fixing Glass self 125 mm wide and 600 mm long with necessary chromium plated brackets providingT.W.gutties etc. complete 71 Providing curtain rod dropping with channel MAC brand of superiar quaility including all required material labour etc complete. as directed by engineer incharge......... 72 Replacement of damaged alluminium Butt Hinges of 125 mm of approved quality and maketo door shutter including removing existing the same inoriginal position making prope radjustment for smooth operation etc. complete as per sample approved by Engineer incharge. 73 Replacement of damaged Aldrop 300 mm Chromium plated of approved quality and maketo door shutter including removing existing the same in original position making proper adjustment for smooth operation etc. complete as per sample approved by Engineer in-charge. 74 Replacement of damaged Tower Bolt 300 mm Chromium plated of approved quality and maketo door/window shutter including removing existing the same inoriginal position making proper adjustment for smooth operationetc.complete as per sample approved by Engineer in-charge. 75 ProvidingHandle 150 mm Chromium plated (Rounded shape). 76 Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1Kilogramper bag including finishing the surface smooth with cement slurry admixedwithapprovedwaterproofingcompound.Markingfinishedsurfacewithfalse squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for requiredheight,withdripmouldatthejunctionofplasterandparapetandcuringand covering10yearsGuaranteeagainstleakproofnessonCourtfeestamppaperofRs.500/- including ponding test etc. complete. 77 Providing and injecting epoxy grout including structuring of crack in the body of slab girder by sand blasting, fixing inlet tube arrangement including cost of materials, machinery required for the work and labour charges etc. complete. 78 Providing & fixing Decorative wall paper superior quality including adhesive to fix at wall etc complete. as directed by engineer incharge......... 79 Providing and fixing European type white glazed earthenware water closet pan with UPVC seat and lid with chromium plated brass hinges and rubber buffers including UPVC and vent pipe up to the outside face of wall 10 litre enameled low level flushing cistern with fittings pipe stop tap brackets for fixing cistern 32 mm dia. UPVC flush pipe with fittings and clamps ,20 mm dia.UPVC overflow pipe ,mosquito proof couplings G.I. chain and pulley,with water Jet and fitting including cutting and making good to the walls and floors testing etc. complete.(prior approval of sample and brand by Ex. Engineer is necessary before use) 80 Providing & fixing Mica laminate as per ISI 0.1 mm thick etc complete...... 81 Providing & fixing 19 mm plywood 710 bwp full red core with report etc complete...... 82 Providing & fixing 12 mm plywood 710 bwp full red core with report etc complete...... 83 Providing & fixing teak wood batterns 50x25 mm etc complete...... 84 Providing & fixing plain glass 6 mmetc complete...... 85 Providing & fixing teak wood batterns 70x45 mm etc complete...... 86 Providing & fixing door stopper etc complete...... 87 Manualy clearing by removeing the chockes from Nahni Trap, Gully Trap, Wash basin unit, Sink and WC with the help of required tools for proper functioning the same etc. complete. 88 Providing andapplying Twocoats ofwall care Putty onplastered surface andCeiling and Walls to prepare surface even and smooth of approved make, etc complete. 89 Providing and Laying wearing laminate wooden or eqiuvalent flooring 8 mm thick in attractive strips for conference hall. 90 Providing, laying andfixing exterior grade fibrilling fibre reinforcement heavy duty designer cement concrete tiles for Flooring of approved colour and design 22 +/ -2 mm thick bayer colour pigmented as per IS ..1237 - 1980 having compressive strength more than 500 kg/sq.cm reaffirmed in 2006 ,having wert transvrse strenghth of 3.5 / mm 2, water absorption less than 10 % abrasion / wear resistance less than 2 mm ,skid resistance more than 25.0 (ASTM:E303) and no fading as per DIN - 51094 of size 300 x 300in plan / designed pattern on a bed of 1:4 cement mortar including cement float ,filling joints with neat cement slurry ,curing, polishing and cleaning etc. complete. For flooring. 91 Providing and fixing stainless steel sink of size 600 x 510 x 200 mm incluidng coupling, outlet pipe, elbow and other necessary fitting, finishing etc. complete. 92 Providing and Fixing Vertical Blinds of approved Make and shade of 100mm regular fabric with powder coated aluminium channel with telting PVC chain & bottom weight plate with allnecessaryfixturesandfittingetc.complete.(SampletobefinalbyEngineerIn-charge prior execution of work) 93 Providing and applying French polish for required finish on previously polished wood including knotting, preparing the surfaces, scaffolding etc. complete as directed 94 Providing and applying melamine polish of required finish to the wood work by spray machine including knotting and preparing the even surface by scraping, applying French polish , scaffolding if required etc. complete. Note:The work to be executed on prior approval of Superintending Engineer will be necessary. 95 Providing, laying and fixing P.V.C. pipe of 40mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 96 Providing and fixing C.P. sink cock with raised J shaped swinging casted spout ofapproved make including necessary sockets/ union nut etc. complete. 97 Providing and fixing 100 mm dia. chromium plated brass showers rose to 15mm dia. supply pipe including necessary bend and socket complete. 98 Providingandlayingtelephoneblack/AmbaWhite/Cadburybrown/Rubyred/Ocean Brown granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing/moulding the sharp edges wherever necessary, curing,etc. complete. 99 Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / Rubyred / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in C.M. 1:3 curing and cleaning etc. complete. 100 BASIC TEST OF CEMENT :-Standerd Consistancy Fineness, Specific Graviti, Setting Time (Initial & final, Compressive Strength, Soundness. 101 BASIC TEST OF BRICK :-Water Absorption, (Set of 5 Brick), Comoressive Strength (Set of 5 Blocks), Efflorescence (Set of 5 Bricks) 102 CERAMIC TILES/ VITRIFIED TILES :- Water Absorption, Modules of Rapture (Set of 6 Tiles) 103 BASIC TEST OF C. C. TILES. :-Flexural test(Set of 6 tiles) Water Absorption,(Set of 6 tiles) Resistance to wear(Set of 6 tiles). 104 BASIC TEST OF Fine Aggregate Fineness Modulus (Sieve Analysis) silt and cley content..... 105 BASIC TEST OF Concrete Paving Block :- Compressive strength, Water Absorption, (Set of 8 Blocks ) 106 BASIC TEST OF STONE / RUBBLE/ Crushing Value/Compressive strengh, Water 107 Providing royalty charges against royalty paid by the contractor to the Revenue department for supply of different construction materials for whichroyalty is necessary.(Royalty charges will be paid to contractor after sumbitting valid documents of revenue authority)Royalty for naturalSand (Royalty + Surcharges 2% & Distt. mineral foundation cess 10%)
Contract Date: Jun 04, 2026 Contract Value : ₹ 15.18 Lakh
Government Departments No of Bidders 2
Maharashtra View Result →
44.
Power #11227305 Technical Bid
Tender for Annual White Washing And Painting Work In Office Buildings And Plant Area At Kstps, Kota
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 4
Rajasthan View Result →
45.
Housing Urban and Rular Development #11216300 Technical Bid
Tender for Surface Drains In Soil Construction Of Unlined Surface Drains Of Average Cross-Sectional Area 0.40 Sqm In Soil To Specified Lines, Grades, Levels And Dimensions. Excavated Material To Be Used In Embankment With A Lift Upto 3M And Lead Of 50 M (Average Lead 25 M) As Per Technical Specification Clause 307 , Excavation In Foundation For Retaining, Breast Walls Etc, In All Types Of Soils And Rocks Including All Lead, Lift And Disposal Of Surplus Material As Per Direction Of Engineer - In - Charge, As Per Drawing And Technical Specifications Clause 305.1 Of Mord Specifiction , Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction , Random Rubble Stone Masonry Laid Dry, In Breast Walls, Retaining Walls, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specificationsclauses702, 704, 1202 & 1203 Of Mord Specifiction , Hand Packed Stone Filling In Back Of Wallls Including Cost Of All Materials, Royality, T&P Etc. Complete As Per Direction Of Engineer-In- Charge. (As Per Pwd Uttarakhand Specifications) , Providing Concrete For Plain Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete 1:3:6 , Cement Plum Masonry With 40% Plum & 60% 1:3:6 Cement Concrete Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of The Work. As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Of Mord Specifiction , White Washing Two Coats On Parapet Walls And Tree Trunks Including Preparation Of Surface By Cleaning Scraping Etc. As Per Technical Specifications Clause 1915 , Wbm Grading 3-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.By Mechanical Means , Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70-1.0 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502 , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Dry And Hungry Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , 20Mm Thick Open-Graded Premix Carpet Using Bituminous (Penetration Grade/Modified Bitumen) Binderproviding, 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 Case - Ii By Mechanical Means Bitumen (Vg-10) , 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 Bitumen (Vg-10)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttarakhand View Result →
46.
Road Transport and Highways #11213424 AOC
Construction of 1(one) no culvert with paver block approach including 125.0 m storm water drain at 10.70 km of Burnpur Samdi Road (FR-19) under Asansol Highway Division Excavation For Structures Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Removing, Spreading Or Stacking Of Spoils Within A Lead Of 150 M. As Directed And Including Trimming The Sides Of The Trenches, Leveling, Dressing And Ramming The Bottom, And Backfilling With Approved Material Complete As Per Direction Of The Engineer-In-Charge . A) Upto 3 M Depth (I) With Pumping Out Water Including Shoring As Required. , Earthwork In Filling In Foundation Trenches With Good Earth In Layers Not Exceeding 15Cm. Including Watering And Ramming Layer By Layer Complete With Earth Obtained From Excavation Of Foundation Or From Fresh Excavation Of Land Arranged By Department Within A Lead Of 150 M. , Sand Filling In Foundation Trenches And At The Back Of Abutments, Wing-Walls Etc. With Good Local Sand Free From Earth In Layers Not Exceeding 15 Cm. Including Inundating Each Layer By Profuse Water And Poking And Ramming Layer By Layer Complete Including Supply Of Sand. Quality Of Sand Is To Be Approved By The Engineer-In-Charge. , Plain / Reinforced Cement Concrete In Open Foundation With Or Without Reinforcements, In Any Part Of Foundation Of Bridges / Culverts With Graded Stone Chips Of Appropriate Nominal Sizes, Including Screening And Cleaning Of Coarse Aggregates, Fine Aggregate (Sand) Conforming To Proper Grading Zone, Both Of Approved Quality And Cement, As Necessary, Cost Of Curing With Water, Including Cost And Carriage Of All Materials And Including Preparation Of Design Mix, Approval Of The Same By The Engineer-In-Charge, Cost For Quality Control, Sampling, Testing Etc. Including Cost Of Formwork But Excluding Reinforcement Complete As Per Drawing And Technical Specifications. Plain Cement Concrete Grade M15 I) Using Concrete Mixer , Plain / Reinforced Cement Concrete In Open Foundation With Or Without Reinforcements, In Any Part Of Foundation Of Bridges / Culverts With Graded Stone Chips Of Appropriate Nominal Sizes, Including Screening And Cleaning Of Coarse Aggregates, Fine Aggregate (Sand) Conforming To Proper Grading Zone, Both Of Approved Quality And Cement, As Necessary, Cost Of Curing With Water, Including Cost And Carriage Of All Materials And Including Preparation Of Design Mix, Approval Of The Same By The Engineer-In-Charge, Cost For Quality Control, Sampling, Testing Etc. Including Cost Of Formwork But Excluding Reinforcement Complete As Per Drawing And Technical Specifications. Reinforced Cement Concrete Grade M25 I) Using Concrete Mixer , Supplying, Fitting And Placing Un-Coated Hysd Bar Reinforcement In Bridge Foundation Including Initial Straightening, Straightening Of Coils Bars, Removal Of Loose Rust (If Any), Cutting To Requisite Length Bending, Binding With Annealed Wire Not Less Than 1 Mm In Size And Conforming To Is 280 At Every Intersection Hooked And Bent To Correct Shape And Placed On Forms Etc. Including Cost Of Black Annealed Wire And Cost Of Loading, Unloading, Carriage Of All Steel Materials Complete As Per Drawing And Technical Specifications And Direction Of Engineer-In-Charge. B. Tor Steel Roads/Hysd Bars/ Tmt Bars (Jsw Jspl/Shyam/Srmb/Ssl/Bmasl/Elector Steel) , Supplying And Laying Polythene Sheet (150Gm/Sq.M) Over Damp Proof Course Or Below Flooring Or Roof Terracing Or In Foundation Or In Foundation Trenches. , Plain / Reinforced Cement Concrete In Substructure With Coarse Aggregates Of Appropriate Nominal Size And Grading, Fine Aggregate (Sand) Conforming To Proper Grading Zone, Both Of Approved Quality, Cement And Water Reducing Admixtures, As Necessary, Including Labour, Cost And Carriage Of All Materials And Including Preparation Of Design Mix, Approval Of The Same By The Engineer-In-Charge And Cost For Quality Control, Sampling, Testing Etc. All Complete As Per Drawing And Technical Specification Including The Cost Of Necessary Form Work And Staging Complete As Per Drawing And Technical Specifications.Rcc Grade M30 Using Concrete Mixer For Reinforced Cement Concrete Safety Post , Providing Weep Holes In Brick Masonry / Plain / Reinforced Concrete Abutment, Wing Wall / Return Wall With 100 Mm Dia Ac Pipe, Extending Through The Full Width Of The Structure With Slope Of 1V:20H Towards Drawing Face. Complete As Per Drawing And Technical Specifications. , Painting The Vertical End Faces Of Posts, Wheel Guards Or Railing Or Parapet With Alternate Bands Of Different Colours As Directed By The Engineer-In-Charge With Approved Synthetic Enamel Paint. B) Two Coats , Supplying & Fixing Of Raised Pavement Markers / Road Studs / Cats Eye Made Of Polycarbonate Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face Which Shall Support A Load Of 13635 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Clause No 804 Of Mort&Hs Specification For Road &Bridge Works (Fifth Rev.). Marker Height Shall Not Be Less Than 10 Mm And Shall Not Exceed 20 Mm, Width Shall Not Exceed 130Mm And With Minimum Reflective Area Of 13 Sq.Cm. On Each Side And Slope To The Base Shall Be 35 ± 5 Degree. Fixing Will Be Without Nails But By Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation Including Site Clearance Etc. And Complete As Directed By The Engineer In Charge .The Contractor Will Have To Provide A Test Certificate From A Reputable National/International Laboratory Conforming The Above Specifications. , Culvert Excavation For Structures Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Removing, Spreading Or Stacking Of Spoils Within A Lead Of 150 M. As Directed And Including Trimming The Sides Of The Trenches, Leveling, Dressing And Ramming The Bottom, And Backfilling With Approved Material Complete As Per Direction Of The Engineer-In-Charge . I. In All Sorts Of Soil Excluding Marshy Soil & Rocks (Soft Or Hard) By Manual Means. A) Upto 3 M Depth (I) With Pumping Out Water Including Shoring As Required. , Earthwork In Filling In Foundation Trenches With Good Earth In Layers Not Exceeding 15Cm. Including Watering And Ramming Layer By Layer Complete With Earth Obtained From Excavation Of Foundation Or From Fresh Excavation Of Land Arranged By Department Within A Lead Of 150 M. , Sand Filling In Foundation Trenches And At The Back Of Abutments, Wing-Walls Etc. With Good Local Sand Free From Earth In Layers Not Exceeding 15 Cm. Including Inundating Each Layer By Profuse Water And Poking And Ramming Layer By Layer Complete Including Supply Of Sand. Quality Of Sand Is To Be Approved By The Engineer-In-Charge. , Plain / Reinforced Cement Concrete In Open Foundation With Or Without Reinforcements, In Any Part Of Foundation Of Bridges / Culverts With Graded Stone Chips Of Appropriate Nominal Sizes, Including Screening And Cleaning Of Coarse Aggregates, Fine Aggregate (Sand) Conforming To Proper Grading Zone, Both Of Approved Quality And Cement, As Necessary, Cost Of Curing With Water, Including Cost And Carriage Of All Materials And Including Preparation Of Design Mix, Approval Of The Same By The Engineer-In-Charge, Cost For Quality Control, Sampling, Testing Etc. Including Cost Of Formwork But Excluding Reinforcement Complete As Per Drawing And Technical Specifications. Plain Cement Concrete Grade M15. Concrete Mixer , Plain / Reinforced Cement Concrete In Open Foundation With Or Without Reinforcements, In Any Part Of Foundation Of Bridges / Culverts With Graded Stone Chips Of Appropriate Nominal Sizes, Including Screening And Cleaning Of Coarse Aggregates, Fine Aggregate (Sand) Conforming To Proper Grading Zone, Both Of Approved Quality And Cement, As Necessary, Cost Of Curing With Water, Including Cost And Carriage Of All Materials And Including Preparation Of Design Mix, Approval Of The Same By The Engineer-In-Charge, Cost For Quality Control, Sampling, Testing Etc. Including Cost Of Formwork But Excluding Reinforcement Complete As Per Drawing And Technical Specifications. Reinforced Cement Concrete Grade M30. Concrete Mixer , Plain / Reinforced Cement Concrete In Substructure With Coarse Aggregates Of Appropriate Nominal Size And Grading, Fine Aggregate (Sand) Conforming To Proper Grading Zone, Both Of Approved Quality, Cement And Water Reducing Admixtures, As Necessary, Including Labour, Cost And Carriage Of All Materials And Including Preparation Of Design Mix, Approval Of The Same By The Engineer-In-Charge And Cost For Quality Control, Sampling, Testing Etc. All Complete As Per Drawing And Technical Specification Including The Cost Of Necessary Form Work And Staging Complete As Per Drawing And Technical Specifications.B Plain Cement Concrete Grade M25 Concrete Mixer , Plain / Reinforced Cement Concrete In Sub-Structure With Or Withour Reinforcements, In Any Part Of Foundation Of Bridges/Culverts With Graded Stone Chips Of Appropriate Nominal Sizes, Including Screening And Cleaning Of Coarse Aggregates, Fine Aggregate (Sand) Conforming To Proper Grading Zone, Both Of Approved Quality, Cement And Water Reducing Admixtures, As Necessary, Including Labour, Cost And Carriage Of All Materials And Including Preparation Of Design Mix, Approval Of The Same By The Engineer-In-Charge And Cost For Quality Control, Sampling, Testing Etc. All Complete As Per Drawing And Technical Specification Including The Cost Of Necessary Form Work And Staging Complete As Per Drawing And Technical Specifications. Reinforced Cement Concrete Grade M30, Height Up To 5.00 M. , Supplying, Fitting And Placing Un-Coated Hysd Bar Reinforcement In Bridge Foundation Including Initial Straightening, Straightening Of Coils Bars, Removal Of Loose Rust (If Any), Cutting To Requisite Length Bending, Binding With Annealed Wire Not Less Than 1 Mm In Size And Conforming To Is 280 At Every Intersection Hooked And Bent To Correct Shape And Placed On Forms Etc. Including Cost Of Black Annealed Wire And Cost Of Loading, Unloading, Carriage Of All Steel Materials Complete As Per Drawing And Technical Specifications And Direction Of Engineer-In-Charge. B. Tor Steel Roads/Hysd Bars/ Tmt Bars (Jsw Jspl/Shyam/Srmb/Ssl/Bmasl/Elector Steel) , Supplying And Laying Polythene Sheet (150Gm / Sq.M.) Over Damp Proof Course Or Below Flooring Or Roof Terracing Or In Foundation Or In Foundation Trenches. , Providing Weep Holes In Brick Masonry / Plain / Reinforced Concrete Abutment, Wing Wall / Return Wall With 100 Mm Dia Ac Pipe, Extending Through The Full Width Of The Structure With Slope Of 1V:20H Towards Drawing Face. Complete As Per Drawing And Technical Specifications. , Painting The Vertical End Faces Of Posts, Wheel Guards Or Railing Or Parapet With Alternate Bands Of Different Colours As Directed By The Engineer-In-Charge With Approved Synthetic Enamel Paint. A) One Coat , Reinforced Cement Concrete Crash Barrier ( For New Bridge Construction) Provision Of An Reinforced Cement Concrete Crash Barrier At The Edges Of The Road, Approaches To Bridge Structures And Medians, Constructed With Reinforced Cement Concrete With Hysd Reinforcement Conforming To Irc:21 And Dowel Bars 25 Mm Dia, 450 Mm Long At Expansion Joints Filled With Pre-Moulded Asphalt Filler Board, Keyed To The Structure On Which It Is Built And Installed As Per Design Given In The Enclosure To Most Circular No. Rw/Nh - 33022/1/94-Do Iii Dated 24 June 1994 As Per Dimensions In The Approved Drawing And At Locations Directed By The Engineer-In-Charge, All As Specified. , Granular Sub-Base With Graded Material (Table:- 400-1) B. By Mix In Place Method : Construction Of Granular Sub-Base By Providing Graded Material, Mixing By Mix In Place Method With Rotavator At Omc, Spreading In Uniform Layers With Motor Grader On Prepared Surface In Proper Grade And Camber, Compacting With Vibratory Roller To Achieve The Desired Density, Including Lighting, Guarding, Barricading, Including Cost Of All Materials, Machinery, Tools And Plants Including Cost Of Quality Control Complete As Per Clause 401 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). (Ii) Grading - Ii , Water Bound Macadam Base Course Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Vibratory Roller 8-10 Tonnes In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening / Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering Including Lighting, Guarding, Barricading And Making Necessary Earthen Bundh Of One Metre Width On Each Side And Preparing The Bed By Necessary Cutting Or Filling, Including Cost Of All Materials And Hire And Labour Charges Of All Men And Machinery And Compacting To The Required Density, As Per Clause 404 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). (Iii) Grading-Ii Aggregate (53 Mm To 22.4 Mm) Using Stone Screening Type B (11.2 Mm) B. Manual Means , Prime Coat Providing And Applying Primer Coat With Cationic Bitumen Emulsion Of Approved Grade Conforming To Is: 8887-1978 And Requisite Quantity On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer Using Mechanical Means Including Cost And Carriage Of Bitumen Emulsion And All Other Incidental Costs Of Work Complete As Per Clause 502 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). (I) For Wbm / Wmm Surface: (With Primer @ 0.70-1.0 Kg/Sqm) , Tack Coat Providing And Applying Tack Coat With Cationic Bitumen Emulsion Of Approved Grade Conforming To Is: 8887-1978 On The Prepared Surface Cleaned With Hydraulic Broom, Moistening The Surface Including Cost And Carriage Of Emulsion, Hire Charges Of Machinery And Labour, Cost Of Fuel And Lubricants All Complete As Per Clause 503 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). (Ii) On Granular Surfaces Treated With Primer (Using Bitumen Emulsion At The Rate Of 0.25 To 0.30 Kg Per Sqm.) , Open Graded Premix Surfacing With Cationic Bitumen Emulsion Using 13.2 Mm (@ 0.018 M3/M2) And 11.2 Mm (@ 0.009 M3/M2) Size Stone Aggregates, Premixed With Cationic Bituminous Emulsion (M.S. Grade) Conforming To Is : 8887-1970 @ 21.5 Kg Per 10 M² Of Surface, Including Cleaning, Moistening The Surface, Applying Tack Coat With Cationic Bitumen Emulsion, Screening, Cleaning And Washing The Stone Chips, Intimately Mixing With Emulsion Using Concrete Mixer, Laying The Mixture Uniformly Over The Surface And Rolling With Power Roller After Hand Packing And Pinning Adequately To Ensure A Compact Surface All Complete As Per Specification And Direction Of The Engineer-In-Charge Including Cost And Carriage Of Stone Materials And Emulsion, Including Cost Of Labour, Hire And Running Charges Of Road Roller And Other Tools And Plants And Cost Of All Other Incidental Charges Including Hire Charges And Cost Of Fuel And Lubricants Of Machineries And Equipment For Construction And Quality Control As Per Technical Specification Clause 508.2 For Rural Roads Of Mord. , Providing And Laying Premixed Seal Coat (Type B) With Approved Quality Sand/Grit @ 0.6 M3/ 100 M2 And Bitumen Binder On Thoroughly Cleaned Black Top Surface Coated With Tack Coat, Including Heating And Mixing Cleaned Sand/Grit (100 % Passing Through 2.36 Mm Sieve And Retained On 180 Micron Sieve) Uniformly With Bitumen Binder, Laying And Spreading The Mix At An Uniform Rate Using Suitable Means, Brushing The Surface, If Necessary, To Ensure Uniformity, Followed By Rolling With Power Roller Including The Cost And Carriage Of Binder And Aggregates, Cost Of Heating The Binder And Aggregates And All Other Incidental Charges, Cost Of Fuel And Lubricants, Including Hire Charges Of Machineries, Tools & Plants Required For Construction And Quality Control Complete As Per Clause 511 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). Ii By Manual Means With Hot Bitumen Binder (@ 6.80 Kg / 10 Sqm.) , Supplying And Laying In The Specified Pattern If Interlocking Concrete Block Pavement (Icbp) With Concrete Blocks (With Concrete Grade As Specified As Per Tablel 1 Of As Is 15658:2006) Manufactured In Steel Mould Clamed To A Vibrating Table By Hydraulic Pressure (As Per Cl. No. 6.30 Of Irc:Sp:63 (2018), From Bis Licensee Manufactured, With Spacer Nib (Small Protruding Profiles On The Vertical Face Of A Paver Block Used As A Device For Keeping Minimum Joint Gap In Between The Paving Block As Per Cl. No. 3.3 Of Is: 15658) And Of Specied Size And Shape With Aspect Ration(The Ratio Of Length To Thickness Of A Paver Block, As Per Cl. No. 3.3 Of Is:15658) As Per Table 2 Of Is:15658 With Flexural Strength/Breaking Load As Per Annexure G Of Is:15658, On The Prepared Base Course Of Specified Cbr As Table 1 Of Irc Sp 63 (2018) Or Else As Mentioned In Design And Drawing With A Caushin Of Compacted Bedding Sand Of 25-35 Mm Thick (Grading Of The Bedding Sand As Per Clause 6.5.1 Of Irc Sp-63) And Filling Up The Gaps In Between Paver Blocks With Joint Filling Sand (The Grading Of The Edge With Cut Blocks As Per Cl. No. 8.7 Of Irc Sp-63 (2018) With Compaction, Levelling And Filling Up Of The Edge Gap. 100Mm Thick. Gray , Gst @ 18%(Cgst 9% + Sgst 9%) Of Above , Labour Welfare Cess@1%
Contract Date: Jan 28, 2026 Contract Value : ₹ 13.30 Lakh
Government Departments No of Bidders 3
West Bengal View Result →
West Bengal View Result →
Jammu and Kashmir View Result →
49.
Defence #11198549 AOC
Tender For Spl Repair To Certain Md Accn In Kandhar Line Under Ge Central Delhi Cantt-10; 1 Taking down cement plaster of any description on brick stone or concrete walls surfaces including raking out joints hacking for keys scrubbing down with water etc including remove alldebris at 2 KM away from site complete all as specified and directed. 2 M&L for 15 mm thick rendering in cement mortaron fair faces of brick work or concrete surfaces, applied in two layers i.e. 1st layer of 10 mm thick rendering in cement mortar (1:6 ) and 2nd (top) layer of 5 mm thick rendering in cement mortar (1:4 )mixed with WPCfinished even and fair etc complete all as specified and directed.(Note:- WPC shall be measured and paid separately) 3 M&L for rendering 10 mm thickin CM 1:6 on fair faces of brick work or concrete surfaces finished even and fair without using extra cement complete all as specified and directed. 4 M&L for rendering 5 mm thick in CM 1:3 on ceiling concrete surfaces finished even and fair without using extra cement complete all as specified and directed. 5 M&L for preparation of new plaster surfaces of wall and applying water proof wall putty 1-2 mm thickness over plastered surfaces to prepare the surfaces even and smooth and finishing walls with Two coats @ 1.67 ltr/10 Sqm each acrylic smooth exterior paint of required shadeover and including priming coat of exterior primer @ 2.20 Kg/10Sqm complete all as specified and directed. 6 M&L for Preparation of new surfaces (Plastered or un-plastered) of walls and applying two coats of oil bound distemper complete all as specified and directed. 7 M&L for Preparation of new surfaces (Plastered or un-plastered) of ceiling and applying two coats of oil bound distemper complete all as specified and directed. 8 M&L for complete removal of existing treatment of old decorated plastered or unplastered surfaces of wall by rubbing , brooming down, washing with water etc and applying two coats of oil bond distemper complete all a specified and directed. 9 M&L for preparation of old decorated plastered surfaces of walls, complete removal of existing tretament, by rubbing brooming down, washing with water etc and providing and applying 1-2 mm thickness wall putty over plastered surfaces to prepare the surface even and smooth and finishing wall surfaces by applying Two coats @ 1.67 ltr/10 Sqm each with acrylic smooth exterior paint of required shade over and including priming coat of exterior primer @ 2.20 Kg /10Sqm complete all as specified and directed. 10 M&L for dismantling water tanks of capacity exc 250 litres & n. exc 500 litres complete all as specified and directed. 11 M&L for rotational moulded polyethylene water storage tanks (ISI Marked) white colour 500 litres capacity, triple layered (cylindrical vertical with closed top) hoisted and fixed in position including 20 mm dia PTMT float valve, lid tank cover for polyethylene and polyethylene ball complete all as specified and directed. 12 S&F 15 mm bore tank nipple suitable for HDPE water tank. (Minimum weight 15 mm-38gms/20mm- 45gms /25mm- 65gms) complete all as specified and directed 13 S&F 20 mm bore tank nipple suitable for HDPE water tank. (Minimum weight 15 mm-38gms/20mm- 45gms /25mm- 65gms) complete all as specified and directed 14 Demolition Bricks (laid flat or on edge) or brick tiles in floors, roof, channels, kerbs, aprons, etc. (each layer) complete all as specified and directed. 15 Demolition Mud in roofs, any thickness, including plastering and lapping (whether full thickness removed or only a part thereof) complete all as specified and directed. 16 Removing soil excavated material exc. 1.5Km but n exc 5km and depositing where directed at above the starting pointcomplete all as specified and directed. 17 M&L for cement concrete 1:2:4 type B1 (using 12.5mm graded stone crushed aggregates) on roof padding, surface finished even and smooth without using extra cement complete all as specified and directed. 18 M&L for providing and applying the plaster with single component ready to use repair mortar (SMART CARE REPAIR MORTAR or equivalent) capable of applying 15mm average thickness in single layer and finishing with trowel with a bond coat: SBR polymer or equivalent (@ 10% of cement weight) modified cementious bond coat @ 2.2 kg cement/Sqm of surface area mixed with specified portion of AP SMARTCARE or equivalentcomplete all as specified and as per manufacturers instructions. 19 M&L for providing and applying Smartcare Dampproof or equivalent, a fibre reinforced elastomeric liquid water proofing membrane formulated with reinforcing acrylic fibers having Sun Reflectivity Index (SRI) of 105 on horizontal/vertical surfaces of roof/wall/chajas in multiple coats @2.0 litre/sqm. Primary coat is self-priming coat of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1, damp proof : water) and other coats to be applied undiluted. The coating needs to be reinforced with 40 GSM geotextile, to sandwiched between 2nd & 3rd coat of coating. The application shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes complete in all respect as per manufacturers instructions and all as specified & directed. 20 Supply only integral water proofing compound (ISI marked) complete all as specified and directed 21 Demolition of brick work built in cement orcement lime mortar of any description including quoins,arches,pillars,etc., complete all as specified and directed 22 M & L for brick work with Cement Mortar 1:6 using sub class B bricks, old size, straight or curved on plan exceeding 6 m mean radius complete all as specified and directed. 23 All As per item no 22 before but except bricks etc complete all as specified & directed 24 Material and labour for brick work with sub class B bricks of old size, straight or curved on plan exc 6m mean radius in half brick walls, in CM 1:4 complete all as specified and directed. 25 Taking down chowkhat or frame not exceeding 1.5 sqm each with shutter (without taking off shutter from the frame) complete all as specified & directed 26 Taking down chowkhat or frame exceeding 1.5 Sqm each and not exceeding 4 Sqm each sqm each with shutter (without taking off shutter from the frame) complete all as specified & directed 27 S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 45 x 65 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with meter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modules of elasticity 900 N/mm2and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete all as specified & directed. (M.S. hold fast/ lugs or SS dash fasteners shall be measured and paid for separately). Note: For WPC solid door/window frames,minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. 28 S&F Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of size 30mm thick comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, complete all as specified & directed. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately). 29 S&F Factory Made single extruded WPC (Wood Polymer Composite) Solid door/window/Ceosetory windows & other frames/ chowkat of size 65 x 125 mm comprising of virgin PVC polymer of K value 50-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non-toxic additives (max toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face & 1100 N Edge), min compressive strength of 58N/sqmm and resistance to flame of class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed with MS Holdfast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engr incharge. Note: For WPC solid door/windows frames,minus 5mm tolerance in dimension i.e depth and width of profile dimension on plus side shall be acceptable but no extra payment on this account shall be made. 30 S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 45 x 85 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with meter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modules of elasticity 900 N/mm2and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately).Note: For WPC solid door/window frames,minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. 31 S&F Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of size 35 mm thick comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer?In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately).Note: MTC and Screw Out Test shall be provided by Contractor 32 Supply and fixing 30mm thick FACTORY MADE WIRE MESH SOLID WPC DOOR SHUTTER consisting of density 650 kg/cbm manufactured by an ISO-9001-2015 certified company. Door to be panelled with SS mosquito and XTN aluminium mesh for additional strength and safety purpose (confirming as per IS 4020). The door should be water proof, termite proof, fire retardant and having screw holding capacity. Door to be fixed to frame with 3 nos. SS butt hinges size 100mmx25mmx2mm and 32mm long steel screws drilled suitable to pass through other hardwares should be fixed with 19x6mm size steel screws, etc. complete all as specified& directed.”Note: MTC and Screw Out Test shall be provided by Contractor 33 S&F Aluminium windowfor outer frame 40mmx114mm with 1.3mm thickness ,corner 45 degree cut & aluminum welded center mullion size 40mmx65mm also welded, shutter(02) size 40mmx60mm 1.3 thickness 45degree cut mechanically joint with 6mm alen key bolt clamp , 12mm SS 202 grade round bar at 100mm cc distance in middle 150mm cc distance for safety grill welded at both ends with 6mm ss 202 grade round bar, 5mm clear glass both side EPDM rubber gasket metal body hand lever type single point lock , aluminum kobra hinges 2 nos per shutter , 40x18mm 45 degree cut & welded mosquito net shutter(02) with 0.45mm nominal dia of SS wire mesh,SS 75mm long hinges & pvc magnet,full system powder coating with pure polyster coat of any shade as approved by GE and installing with SS screw roll plug and filled with silcone complete all as specified and directed. 34 S&F Aluminium windowOuter frame 40mmx114mm with 1.3mm thickness ,corner 45 degree cut & aluminum welded center mullion size 40mmx65mm also welded, shutter (02) size 40mmx60mm 1.3 thickness 45degree cut mechanically joint with 6mm alen key bolt clamp , 12mm SS 202 grade round bar at 100mm cc distance in middle 150mm cc distance for safety grill welded at both ends with 6mm SS 202 grade round bar, 5mm clear glass both side EPDM rubber gasket metal body hand lever type single point lock , aluminum kobra hinges 2 nos per shutter , 40x18mm 45 degree cut & welded mosquito net shutter(02) with 0.45mm nominal dia of SS wire mesh,SS 75mm long hinges & pvc magnet,full system powder coating with pure polyster coat of any shade as approved by GE and installing with SS screw roll plug and filled with silcone complete all as specified and directed. NOTE:- For installation of windows AC/desert cooler the provn of window glass shutter with wire mesh,grill and necessary fittings and locking arrangement for subject portion will be modified as per ground requirementt during execution as direction of Engg-in-Charge. 35 S&F ventilator outer frame 40mmx40mm with 1.3mm thickness, corner 45 degre cut & aluminum welded center mullion size 40mmx65mm also welded , fixed 5mm frosted glass EPDM rubber gasket with provision for fresh air fan, full system powder coating with pure polister coat of any shade install with SS screw rol plug pvc & silicone complete all as specified & directed 36 Dismantling of wall and ceiling/cupboard board fibre pulp AC boards etc any thickness including cover fillets removing the wiring complete all as specified & directed 37 S&F Factory Made 18mm thick 100% Solid WPC ( Wood polymer Composite ) Laminated Board of required size comprising of virgin PVC resin of K Value 57-60 ( Suspension Grade ), Calcium Carbonate and natural fibers ( Wood Powders/ rice husk/ wheat husk ) and Non toxic additives, made from Extrusion process WPC foam sheet Single Extruded ( Inner ) with having minimum density not less than 650 kg/cbmhaving good screw holding capacity ( Screw Withdrawal strength of 2000 N ( Face ) & 1100 N ( Edge ), Minimum Compissive of 50 N/mm2 , Modulus of elasticity 850N/mm2and esistance of spread of flame of Class A category with Property of being Termite/ Borer Free.Water/ Moisture Proof and Fire Retardant. WPC to be Laminated with PVC foil of minimum 14 microns thick of approved design pasted on both faces of shutter and fixinng stainless Steel butt hinges of required size with necessary full body threaded star headed counter sunk SS Screws complete all as specified & directed. Material test certificate and authentication should be compulsory provided by the contractor. (For WC/Bathroom/Toilet/Kitchen and Cabinets) 38 S&F stainless steel continuous (Piano) hinges, bright finish, width of flap when open 30mm, complete all as specified & directed. 39 S&F of stainless steel handles 100 mm sizefor kitchen cabinet shutters and bed room cub boards complete all as per specified and directed. 40 S&F brass chromium plated tubular hanger rod 20 mm dia with suitable brackets complete all as specified and directed. 41 S&F for PVC magnetic door catches of kitchen cabinet and similar work fixed with MS screws complete all as specified & directed 42 S&F SS butt hinges medium weight 100mm size fixed with SS screws (ISI Marked) complete all as specified & directed 43 S&F SS barrel tower bolt extruded section 150mm long and fixed with SS Screws (ISI Marked) complete all as specified & directed 44 S&F 150mm extruded SS handle fabricated type and fixed with SS Screws(ISI Marked) complete all as specified & directed 45 S&F 300mm extruded section SS sliding door bolt with hasp and staple and fixing bolt and nut (ISI Marked) complete all as specified & directed 46 S&F for 300 mm MS ordinary rat tail rod pattern spring including roller and roller plate complete fixed on wooden frame or on wall with wooden plugs and set in cement mortar complete all as specified & directed. 47 M&L for preparation of new or previously untreated steel and iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed 48 M&L for preparation of Old or previously treated steel and iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint complete all as specified & directed. 49 S&F for stainless steel plate rack of size 90x80x25 cm depth size made out of 1mm thick sheet complerte all as specified and directed. 50 S&F in repair stainless steel sink with drainage board made out of 1mm thick sheet for kitchen with plug, washers, waste pipe, waste coupling incl fixing cast iron cantilever bracket connecting union over all size 915x460mm with bowl size410x330x160mm complete all as specified and directed. 51 Taking up or down steel tubing and connections, including cleaning for re-fixing, bore of tubing 15mm etc complete all as specified & directed 52 Taking up or down steel tubing and connections, including cleaning for re-fixing, bore of tubing 20mm etc complete all as specified & directed 53 Taking up or down steel tubing and connections, including cleaning for re-fixing, bore of tubing 40mm etc complete all as specified & directed 54 Supplying and laying 16 mm dia of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified complete all as specified and directed 55 All as per item No. 54here in beforebut 20 mm dia complete all as specified and directed. 56 All as per item No. 54 here in beforebut 40 mm dia complete all as specified and directed. 57 S & F Floor door stopper 150mm size of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified & directed 58 Cutting chases, pinning in, for brick walls built in cement mortar, making good to facings where required and pointing in cement mortar 1:3 or PCC 1:2:4 type B-O(using 12.5 mm graded aggregate) as required for concealed water tubing etc cutting exceeding 10cm girth but not exc. 20 cm complete all as specified & directed. 59 Supply and fix in repairvitreous China wash hand basin (including pedestal)white of size 550X400mm excluding taps, waste chain and plug and porcelain stopper and waste pipe & waste coupling including all necessary fitting and fixtures complete all as specified & directed 60 Supply and fix in repairs vitreous china squatting pan Orissa pattern long pan size 580x440mm white with integral foot rests ‘standard Grade P’ or ‘S’ trap front or back inlet (excluding flushing cistern and flush pipe) complete all as specified and directed, 61 S&F in repair vitreous china wash down water closet EWC white/ ivory/off white (closedpattern incl all necessary accessories like rag bolts/ gel gasket etc. (excluding flushing cistern & flushpipe) complete in all respect complete all as specified & directed 62 Supply only PVC low level white flushing cistern valveless symphonic action type 5/10 lts capacity IS marked with inlet, ball valve, float and handle including PVC flush pipe 32 mm dia with bend and a pair of mild steel angle iron brackets of suitable size including making necessary connections to water supply pipe line and WC,(ISI Marked) complete all as specified & directed 63 S&F in repairs 15 mm dia 600mm long PVC connectionswith brass check nut complete all as specified & directed 64 S&F in repairs Glass Corner Shelf 6mm thick including CP railing radius 250mm complete all as specified and directed by Engineer-in-Charge. 65 S&F in repairs Glass shelf assembly 5.5mm thick, 600mm long 120mm wide with cp railingcomplete all as specified and directed by Engineer-in-Charge. 66 S&F in repairsHealth faucet, CP brass with 1.50m long flexible pipe complete all as specified and directed by Engineer-in-Charge. 67 S&F fancy type brass chromium plated toilet paper holder, complete all as specified & directed 68 S&F in repairs bib taps 15 mm bore chromium plated brass, fancy type, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule Make-Jaquar/marc/Kohlar, complete all as specified & directed 69 S&Fin repairs angle valve, fancy type, chromium plated brass, 15mm, complete all as specified & directed 70 S&F in repairs 2-in-1 angle valve, fancy type, chromium plated brass, 15mm, complete all as specified & directed 71 S&Ffor 15 mm bore gate valve, gun metal, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified & directed 72 S&Ffor 20 mm bore gate valve, gun metal, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified & directed 73 S & F in repairs Chromium plated brass overhead shower with arm complete all as specified and directed. 74 S&F in repairs looking mirror of size 600mmx450mmx5.5mm thick with aluminium frame selected quality mounted on 6mm thick commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and directed. 75 S&F in repairs Brass chromium plated mode 2 in 1 WHB mixture model Quarter half turn (SOLO) omplete all as specified & directed. 76 S&F in repairs brass chromium plated mode 3 in 1 wall mixture model Quarter half turn (SOLO) complete all as specified & directed 77 S&F in repairs Brass chromium plated mode 2 in 1 sink mixturemodel Quarterhalf turn (SOLO) ofas complete all as specified & directed. 78 S&F in repairs chromium plated soap dish fancy type complete all as specified & directed 79 S & F in repairtowel rail 600mm long brass chromium plated of 20mm dia (external) and 1mm thickness with gutties embedded in cement mortar 1:3 with MS screws etc complete all as specified and directed. 80 Dismantling of floor of size not exceeding 4.00 Sqm each for EWC and removing out the cinder/concrete from sunken protion, cleaning of RCC surface to remove dust, loose particle with compressed air or any other suitable method depending on site conditons, grinding any sharp edges etc all as specified and directed. (a) Cleaning or RCC surface to remove dust, loose particle etc with compressed air or any other particles or any other suitable techniques on site conditions etc.(b) M&L for a glass fibre reinforced acrylic modified cementitious coating system with base coat of Sika Top & Seal-107 @ 1.50 Kg/Sqm glass fibre reinforcement Sika® Fab-I and top coat with Sika Top® Seal-107 @ 1.50 Kg/Sqm or equivalent of Fosroc or Pidilite.(c) M&L for protection plaster 15mm thick on cement mortar 1:3 admixed with appropriate integral water proofing compound with Sika ® Plastocrete plus as specified.(d) M&L for providing 25mm dia GI pipe spout projecting at least 150mm beyond outer face of wall.(e) M&L for sunken portion filled with 40 mm graded brick bats and finished with 50 mm thick PCC 1:2:4 type B1 all as specified and directed.(f) The area of Each WC portion is n.exc 4.00Sqm each.(g) Cost of the above aspect shall be deemed to be included in the quoted rates of the respective item and nothing extra shall be paid on this account.Note : The work will be executed by authorised manufacturers/applicator. 81 Dismantling of floor of size not exc 1.50 Sqm for IWC and removing out the cinder/concrete from sunken protion, cleaning of RCC surface to remove dust, loose particle with compressed air or any other suitable method depending on site conditons, grinding any sharp edges etc all as specified and directed. (a) Cleaning or RCC surface to remove dust, loose particle etc with compressed air or any other particles or any other suitable techniques on site conditions etc.(b) M&L for a glass fibre reinforced acrylic modified cementitious coating system with base coat of Sika Top & Seal-107 @ 1.50 Kg/Sqm glass fibre reinforcement Sika® Fab-I and top coat with Sika Top® Seal-107 @ 1.50 Kg/Sqm or equivalent of Fosroc or Pidilite.(c) M&L for protection plaster 15mm thick on cement mortar 1:3 admixed with appropriate integral water proofing compound with Sika ® Plastocrete plus as specified.(d) M&L for providing 25mm dia GI pipe spout projecting at least 150mm beyond outer face of wall.(e) M&L for sunken portion filled with 40 mm graded brick bats and finished with 50 mm thick PCC 1:2:4 type B1 all as specified and directed.(f) Cost of the above aspect shall be deemed to be included in the quoted rates of the respective item and nothing extra shall be paid on this account.Note : The work will be executed by authorised manufacturers/applicator. 82 Demolition of stone slab and tiles of any description or thickness in floor apron etc complete all as specified and directed. 83 M&L for non skid ceramic coloured tiles 7 to 8 mm thick area of each tile exceeding 0.06 sqmbut not exceeding 0.11 sqmas in floors over and including 15mm thick screed bedin cement mortar 1:4 set and jointedin neat cement slurry and pointed in coloured cement. complete all as specified and directed 84 S&F for glazed Ceramic tiles 9 to 10 mm thick area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm , in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in CM 1:4 complete all as specified and directed.. 85 All as per item no. 84 here in before but on vertical surfaces as in skirting etc over and including 10mm thick screed bed in CM 1:3, set and jointed in white cement with pigment to match all as specified and directed. 86 M&L glazed ceramic coloured tiles in vertical surface600x300x7mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including screed bed 10mm thick in CM (1:3) complete allas specified & directed. 87 Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust etc incl brushing neat cement slurry with 3.0kg of cement per sqmtr complete all as specified and directed. 88 M&L for Granite (of any type) work, 18-20 mm thick (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms with necessary hole for gas pipe where ever required and likes over and including cement mortar bedding of 20 mm thick in CM 1:4 including pointing in white cement using marble dust with admixture of pigment to match including rounded edges with shade of granite complete all as specified and directed. 89 M&L for machine cut kota stone slab flooring, and (one Pieces) as in tread, riser, landing, 20-25 mm thick over and including cement screed bed 20mm thick in CM 1:4laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. 90 M&L for chipping out spilled and loose concrete cover and derusting steel reinforcement of concrete column, beam, slab, chajjas, parapets and the like as directed up to 25 to 35mm thick roughening and cleaning concrete surface with steel wire brushes, washed with water and allowed to dry including derusting steel wire reinforcement, providing fabric MS wire mesh 75 x 75 x 2mm as reinforcement to concrete surface applying adhesive/admixture over steel mesh and providing 25mm average thickness guniting mix using one part of OPC 53 grade and two part ofsand mixed with adhesive/admixture @ pressure of 2.5 to 3.00kg/Sqcm by guiniting machine and surface finished even and fair including necessary padding, shuttering/scaffolding, formwork (guniting work to be carried out up to 10 metre height) complete all as specified and directed Note :- (a) After placing the additional reinforcement all concrete surfaces shall be thoroughly scrubbed with wire brushes, washed with water and allow to dry, apply chemistic polycretes admixture @ 2.25 kg by weight of cement all as per manufacturers instruction. (b) when polymix concreting in taking condition,guiniting is done with polycrete admixture @ 2% by weight of cement all as per manufacturers instructions (polycrete admixture shall be procured from chemical adhesive Pvt Ltd Co or their authorised dealer).(c) Cost of the above aspect shall be deemed to be included in the quoted rate of the respective item and nothing extra shall be paid on any account. 91 M&L for removal of plant growth by injection with chemical glyphosphate solution (4 % concentration) @ 20 ml or till refuse by cutting or injection in stem of plants or roots at 30 mm. The area shall then be sprayed with solution 25 ml glyphosphate (4% conc) diluted with 1 ltr of water.All roots of plants shall be removed completely and making good the disturbed surface and painted with cement base or acrylic paint complete all as specified and directed. 92 Demolition of cement concrete (un-reinforced) in any floor n.exc 15cm thickness ( below or above ground level ) not otherwise specially providedincluding removal of rubbish out side complex (MOD land), complete all as specified and directed 93 M&L for 75 mm thick cement concrete 1:3:6type C2(using 40mm graded stone aggregate) as in plinth protection laid in bays & surfaces finished even and smooth without using extra cement, complete all as specified and directed 94 M&L for 40 mm thick cement concrete 1:2:4type B0(using 12.5mm graded stone aggregate) as in floor & surfaces finished even and fairusing extra cement, complete all as specified and directed 95 Demolition of reinforced cement concrete in any position complete all as specified and directed 96 M&L for precast cement concrete 1:2:4 type B-0 (using 12.5mm stone crushed graded aggregate) as in louvers and jallies 25mm thick designed as fort pattern (measured solid) including all moulding but exceeding frame and set in CM1:4 all as per sample shown complete all as specified and directed 97 M&L for reinforced cement concrete 1:2:4 type B1 (using 20mm graded stone crushed aggregate) as in roof slabs, slab supported on walls, cooking platform, beams and columns, in floors roofs, landings, balconies, canopies and in chajjas, parapet, shelves and the like complete all as specified and directed. 98 Use and waste of form work to soffits of suspended slabs such as roof slab, Chajja, platforms and landings etc not exc 200mm thick (horizontal or sloping) for fair finished surfaces of concrete complete all as specified and directed. 99 S&F TMTmild steel bars of 10 mm dia and over, cut to length bent to shape required, including cranking bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to. complete all as specified and as directed. 100 Demolition and breaking up rain water pipes (CI,AC,PVC etc) set in any cement mortar of any diameter including bends complete all as specified and directed . 101 S&F PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors, soil, waste, vent pipe in any length with or without ears ,110mm bore complete all as specified and directed . 102 S&F PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors, soil, waste, vent pipe in any length with or without ears 75 mm bore complete all as specified and directed 103 S&F for PVC (SWR) bends & tee any radius, 110 mm bore complete all as specified and directed. 104 S&F for PVC (SWR) bends & tee any radius, 75 mm bore complete all as specified and directed. 105 S&F for PVC (SWR) door plates , Yjunction 110 mm bore complete all as specified and directed. 106 S&F for PVC (SWR) door plates ,T junction 110 mm bore complete all as specified and directed. 107 S&F for 100 PVC (SWR) bends with door plate& teecomplete all as specified anddirected. 108 S&F for 75 mm PVC (SWR) bends with door plate & tee complete all as specified anddirected. 109 S&F for 75 mm bore PVC (SWR) floor trap, with grating including jointing to waste pipe fixed in solvent cement concrete complete all as specified anddirected. 110 S&F in repair 20 mm nominal dia and minimum thickness 1.2mm of SS-304 Grade of Stainless Steel tubefor curtain rod including pair of suitable S.S brackets approved by GE including taking down old pelmet boxes with curtain rods complete all as specified and directed. 111 Dismantling wrought iron or mild steel work of any description not otherwise provided for parapet railing, balconies, tank staging, metre rooms shaft areaany descriptioncompleteas specified and directed. 112 Supply and fix welded steel wire fabric(MS Jali) fixed to steel members weight n. exc. 4 kg/sqm including welding complete all as specified and directed. 113 S&F rolled sections as in main and cross beams, hip and jack rafters; purlins , pillars, trusses , water tank stage , framed guard bars, barred iron doors, ladders, frame balusters, walk ways, railing and similar work where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified and directed 114 Dismentling asbestos cement corrugated orsemi corrugated sheets in roof fixed with L hook or cranked bolt complete all as specified and directed 115 S&F pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge 116 S&F in repairs two legged aluminium floor door stopper with rubber shoe 140mm long complerte all as specified and directed by Engineer-in-Charge. 117 ROAD, PATH AND CULVERT 118 Demolition of cement concrete (un-reinforced) in any floor n.exc 15cm thickness ( below or above ground level ) not otherwise specially providedincluding removal of rubbish out side complex (MOD land), complete all as specified and directed 119 M&Lfor 75 mm thick PCCtype D-2 1:4:8 (40mm graded aggreate) as sub-base complete all as specified and directed 120 S&F Endura colour paving tiles 30cm X 30cm x 15-20mm double charged digital printed with gloss, polished matt finished jointed and pointed in neat cement slurry in floors over and including 15mm thick screed bed in CM 1:6 complete all as specified and directed. 121 M&L for Providing PCC in coping type B-1, 1:2:4 using 12.5mm graded stone aggregate complete all as specified including necessary form work and finishing the exposed surface even and smoth with using extra cement complete all as specified and directed 122 M&L for broken stone boulders of hard core of gauge n.exc 63mm, deposited, spread and levelled in layers n.exc 15cm thick, watered and rammed to a true surfaces complete all as specified and directed 123 SEWAGE DISPOSAL 124 Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in soft/loosesoil complete all as specified and directed 125 Returningfilling in, incl spreading levelling watering and well ramming in layers n exc 25cm (after the pipes have been laid and tested) in soft/loose soil complete all as specified and directed 126 Removing excavated materials to a distance exc 1.50 Km but not exc 5 Km outside defence land and depositing where directed complete all as specified and directed 127 M&L for PCC 1 : 4 : 8 type D2 using 40mm graded stone crushed aggregates as in foundation of manholes, posts etc completeall as specified and directed. 128 M&L for PCC 1 : 2 : 4 type B1 using 20mm graded stone crushed aggregates as in surfaces channels and drains complete all as specified and directed. 129 Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stoped ends etc complete all as specified and directed. 130 S&F DWCPE(SN8) 150mm dia (Internal Dia)pipes, snap fit coupler and rubber ring including testing and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified and directed. 131 Demolition of brick work built in cement orcement lime mortar of any description including quoins,arches,pillars,etc., complete all as specified & directed 132 M&L for Brick work with sub class ‘B’ bricks straight or curved on plan, built in cement mortar 1:4 using old size bricks complete all as specified and directed. 133 All as per item no 130 here-in-above but except bricks 134 M&L for PCC 1:2:4 type B1 using 20 mm graded crushed stone aggregates in lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Itemwater troughs and the like including weathering, slightly rounded for chamfered angles and throating, complete all as specified and directed. 135 M&L for precast factory made manhole cover, area of each cover n.exc 0.60 Sqm, 100mm thick with SFRCconcretingincluding grove and hook arrangement for lifting and placing in position and sides covered by MS sheet complete all as specified and directed. 136 Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for 100mm internal dia pipe, complete all as specified. 137 M&L for rendering 15mm thick on top of roof concrete in cement mortar 1:4 with water proofing compound @ 3% by weight of cement to have a smooth surface for laying of water proofing membrane. Note: Water proofing compound will be measured and paid seprately. 138 Demolition and breaking up drain pipes (glazed stone ware, AC or reinforced concrete),150 mm diapipe of any description and in any position set and jointed in cement mortar complete all as specified and directed by Engr-in-Charge 139 INTERNAL ELECTRIFICATION 140 Taking down copper/aluminium point wiring (light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, sockets, light fitting etc. removing materials to store for keeping in safe custody or for taking credit (credit for above items should be made as per conditions separately) and making good disturbed surfaces of walls, floors, etc 141 Taking down old MCCB , TPN DBs , SPN DBs (incl MCB SPN & SP) & main switch/ enclosure box of any make and type from the site and making good surface complete all as specified and directed. 142 Taking down old submain wiring of any size and make from the site and making good surface complete all as specified and directed. 143 Disconnecting elect connection and taking down of ceiling fan/ Exhaust fanof any make and any height, dismantling blade and removing fan alongwith blade for depositing in MES store yard complete all as specified and directed by Engr- in- Charge. 144 M&L for point wiring complete with 1.5 Sqm single core PVC insulated unsheathed FRLS cable 1100 volts grade (ISI marked) with multi stranded copper conductor drawn through and including non-metallic rigid PVC medium grade conduit of 20 mm nominal diaand conduit accessories (ISI) marked concealed in wall/fixed to roof, ceiling etc and including provn of 1.5 sqmm PVC insulated multistranded unsheathed copper conductor cable FRLS (ISI marked) as earth continuity conductor, fabricated sunken terminal box made out of 1.60 mm thick sheet steel concealed in walls, with modular sheet ISI marked top cover with brass/chromium plated screws and cup washers for housing switches, socket outlets, fan regulators etc, complete all as specified and directed for the following:- 145 One light /Ceiling fan/exhaust fan point controlled by one switch. 146 One light point controlled by two, two way switch ( switch to be measured and paid separtely) 147 One 3 pin 5 Amps socket outlet point controlled by one No one way switch on independent board. 148 One 3 pin 5 Amps socket outlet point controlled by one No one way switch on same board 149 One bell point controlled by one bell push. 150 All as per item Ser No 142 here-in-before but point wiring with 2.5 sqmm single core FRLS 1100 Volts in New PVC concealed conduitmedium grade ISI Marked not less than 20 mm dia in new M S steel terminal boxes modular including one run of using 2.5 sqmm single core FRLS 1100 Volts copper conductor cableas earth continuityconnected to common earthfor one 15 A switch socket power point, complete all as specified and directed 151 M&L for submain wiring 4 Sqmm nominal cross sectional area,two single core, 1100 Volts grade, multi-stranded, PVC insulated unsheathed, FRLSHcopper conductor cable with and including continuous earth wire of size 4 Sqmm nominal cross sectional area, single core, 1100 volts grade, multi-stranded, PVC insulated, unsheathed, FRLSH copper conductor cable drawing into and including rigid non-metallic PVC concealed conduit of suitable dia, medium grade with all conduit accessories and connected to common earth dolly to suitable copper lugs including all cutting/chases etc in walls and making good to the disturbed surfaces to match the existingsurfaces.Note:- Three run of single core wire andone run of conduit shall be measured and paid as one unit complete all as specified and directed 152 All as per item ser No 144 here-in-before but for 02 x 6 Sqmm for phase & neutral and 01 x 6 Sqmm for continuousearth wire concealed/surface 153 M&L for switch Modular type 6 Amp one wayISI marked complete all as specified and directed. Make : Legrand Cat Part No 573400 / Schnider Cat No X1001WH / Wipro Cat No RF 110 154 M&L for switch Modular type 6 Amptwo wayISI marked complete all as specified and directed. Make : Legrand Cat Part No 2573402/ Schnider Cat No X1002WH/Wipro Cat No RF 210 155 M&L for switch Modular type type 16 Ampone way,ISI marked complete all as specified and directedMake : Legrand Cat Part No 573410/ Schnider Cat No X11001WH/Wipro Cat No RF 130 156 M&L for Modular type socket outlet 2 in 1, 5 pin 6 Amp ,ISI marked complete all as specified and directed. Make : Legrand Cat Part No 573424/ /Schnider Cat No X2005WHNS/Wipro Cat No R 1212 157 M&L for Modular type socket outlet 2 in 1,5 pin 6/16 Amps, ISI marked complete all as specified and directed. Make : Legrand Cat Part No 573471/ Schnider Cat No X2106WH/ Wipro Cat No R 1332P 158 M&L for ceiling rose 3 phase PVCpolycorbonate,isolated body, complete all as specified and directed 159 M&L for bell push,modular type, 6 Amp, 1 moduleISI marked complete all as specified and directed.Make : Legrand Cat Part No 573413/ Schnider Cat No X1005WH/ equivalent in Wipro 160 M&L for bell ding dong AC, 230 volts, single pole complete all as specified and directed. 161 M&L for angle Lamp holder with metallic ring, PVC/Polycorbonate type with back plate complete all as specified anddirected. 162 S&F LED bulb 12 watts, 1200 lumens output, 6500K suitable for B-22 base complete all as specified and directed. 163 M&L for earthing complete with GIelectrode 600x 600 x 6mm, thick buried directly in ground vertically in a pit of depth not less than 2.25 mtr below normal ground level (with top edge of earthplate not less than 1.50 mtr below normal ground level connected to GI wire 4.0 mm as earthing lead by means of bolt nuts, check nuts, and washers of brass connected including gun metal or phosphorus bronze drilled and screwed all as specified including excavation and earth work and disposal of surplus soil incl 15 mm GI tubing light grade and necessary fitting for protection of GI wire incl laying of alternate layer of charcoal dust and common salt PPC (1:2:3) type C-1 (using 20mm graded stone aggregate) for earth pit with 40 x 40 x 6mm MSangle iron frame for cover 40 mm thick (1:2:4) type B20 using 12.5 mm graded stone aggregate reinforced with 8 mm dia round bar @ 75mm C/C both way with MS handle 20mm dia plastering 15mm thick CM (1:6) internally and upto 150mm below ground level externally PGL funnel with ground wire mesh 20mm dia GI pipe Medium grade for watering complete all as shown on electrical plate No 3 of SSR Part-1 2009 and connected in earth test incl testing completed all as specified and directed. Note:- Galvanised wire and protection light grade GI pipe upto 7.5 mtr, excavation, etc shall be deemed to be in the quoted rates. 164 S&F sheet metal enclosure distribution board confirmingto IEC - 61439-3, single pole and neutral, AC 240 volts, 08 way witn 100 Amps rated copper bus bar and metal double door with IP-43 & IK 09protection along with cable end box for above DB and flush to wall including all cutting etc in wall and making good to the disturbed surfaces to match the existing complete ( Note - MCB & DB shall be of same make) 165 S&F sheet metal enclosure distribution board confirmingto IEC - 61439-3, single pole and neutral, AC 240 volts, 12 way witn 100 Amps rated copper bus bar and metal double door with IP-43 & IK 09protection along with cable end box for above DB and flush to wall including all cutting etc in wall and making good to the disturbed surfaces to match the existing complete ( Note - MCB & DB shall be of same make) 166 S&FMCB confirming to ISI/IEC -60898-1 (2002), SPN, AC, 240 volts, of 40Amps capacityB curve, 10 kA breaking capacity & making connection by using using suitable copper lugs complete all as specified and directed. 167 S&FMCB confirming to ISI/IEC -60898-1 (2002), SP, AC, 240 volts, of 6-32Amps capacityB curve, 10 kA breaking capacity & making connection by using using suitable copper lugs complete all as specified and directed. 168 Supply and fix in replacement LED batten luminaire surface mounted, 4 feet system wattage of 20 Watts with lifetime of 25000 burning hours with 70% of its initial lumen maintained. CRI>80, Power Factor > 0.90, THD< 20%, colour temperature - 6500K, surge protection 3KV in CM, IP-20 protected, meets LED IS specifications, Class - 1,Short circuit and over circuit protection, voltage range - 140 to 270 Volts AC, temperature range 0 to 50 Degree C, system efficency at luminaire level > 120 Lumens/watt andincluding connecting up with PVC sheathed 1.5 sqmm 3 core copper conductor flexible wire from ceiling rose to fitting fixed completeallas specified and directed. 169 S&F in replacement of LED batten luminaire surface mounted 2 feet system wattage of 10 watts and not less than 1000 lm with life time of 25000 burning hours with 70% of its initial lumen maintained. CRI > 80, power factor > 0.90, THD < 10%, color temperature > 6500 K , surge protection 2.5 KV in CM IP- 20 protected meets LED IS specifications, voltage range - 140 to 270 volts AC, temperature range 0 to 50 Degree C, system efficiancy at luminarie level ≥120 Lumens/watt and including connecting up with PVC sheathed 1.5 sqmm 3 core copper conductor flexible wire fixed complete all as specified and directed. 170 M&L for in replacement Decorative wall mounting CITY-1 Decorative wall light fixture made up of Polycarbonate,Power Factor > 0.90 voltage range - 140 to 270 Volts AC, temperature range 0 to 50 Degree C, system efficency at luminaire level > 110 Including 12 W retrofit LED BULB (B-22 base). NOTE- one piece of LED bulb 12 watts included with city -1 fitting complete all as specified and directed. 171 Supply and fix in replacement 10 watts bulkhead fitting, IK 09 with powder coated die cast aluminium housing with glass/ non yellowing polycarbonate cover,including connecting up with necessary PVC sheathed 3 core 1.5Sqmmcopper conductor flexible wire fixed completeallas specified and directed. 172 Taking down existing electric meter & refixing the same after completion of job with electric connection by 8 way DB in good way by cleaning and qtr No. marking complete all as specified and directed.. 173 Supply and fixingexhaust fansmetal body AC single phase 230/240 V of size300 mm sweep, Air flow rate > 900cum/min, Bird screen forprotectionagainst birds, double ball bearing, metal body with louvre also with louvre for fixing of exhaust fan complete all as specified and directed. 174 Supply and fixing new BLDC fan against old ceiling fans BLDC conversionthree blade, Robust and reliable inverter motor (brush less DC Motor) powered by ECM technology, BEE 5star rating for energy saving, rated Air delivery >220 cum/min,AC single phase 230/240 V of size 1200 mm sweep including fan regulators,down rod, canopy & all accessories including making connection with three core flexible, copper winding in fan,copper cable pvc insulated of suitable length, complete all as specified and directed. NoteBLDC Fan should work onelectronic fan regulator & also with remote controled. 175 S&F modular type sheet metal enclosure single pole and Neutral with a two pin earth plug and socket complete with a MCB SP 20 Amp 220 volts, 50 Hz, 10KA breaking capacity, including fixing completly in wall complete all as specified and directed. 176 S&F of water heater storage type Geyser vertical type with suitable size of fastner and, inner tank material of superior glass line tank and outer body material of ABS with high pressure with standing enabling (up to 8 bar pressure) capacity including provision and connecting up of SS braidedpipe with adopter for inlet and outlet wwater connection having edjustable knob for temperature control and inner tank should be glass line coated, capacity25 Ltrs, having heating element 1.5 KW and not less than 5 star rating,suitable for ,230 volt,50 Hz electric supply complete all as specified and directed . 177 S&F fresh air fan PVC body air delivery > 800 CMH , 5 number of blades, AC single phase 230/240 V of size 250 mm sweep with louvre fixed complete with suitable size ply by cutting into suitable size as required complete all as specified and directed. 178 S&F in replacement pressure die cast aluminium housing LED street light luminaires with IP-66 deg. of protection suitable for 35 watt LED fitting, Power Factor > 0.90 voltage range - 140 to 270 Volts AC, temperature range 0 to 50 Degree C, system efficency at luminaire level > 110 duly fixed on 25 mm dia GI pipe light grade including 40 X 6 mm thick MS flat with suitable size of fastner including making connection flexible copper conductor cable from ceiling rose to fitting complete all as specified and directed. Note : Quoted rates shall be inclusive of all accessories like suitable GI pipe, 40x6 mm thick MS flat, fastner, nut & bolts, suitable length of flexiable wire etc. 179 S&F in repair factory made epoxy powder coated Distribution Board VTPN-4 ways (IP-43 protection), mechanical impactstrength IK - 09, with cement spill protector double doorfabricated from minimum 1.6mm thick CRCA sheet and fixed flush to wall and suitable for universal mounting and including 200 Amp copper bus bar, neutral bar, standard DIN rail, Earth bar and cable ties for cable management, top and bottom removeable gland plates with knockouts and suitable for one MCCB 125/160 Amp as incomer and12 Nos of SP MCB 10 to 63 Amps outgoing and conforming to HSN code : 8537 complete all as specified and directed. Note :- MCCB & MCB will be measured & paid separately. 180 S&F in replacement MCCB 125 Amps, thermal magnetic release,4 pole 16 kA ICS=ICU Complete all as specified and directed.
Contract Date: May 30, 2026 Contract Value : ₹ 3.02 Crore
Statutory Bodies & Commissions/Committees No of Bidders 11
Delhi View Result →
50.
Drinking Water Supply and Sanitation #11193093 Technical Bid
Tender for Earthwork In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc ( Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan ,Depth Upto 1.5 Mt Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edges, Disposed Earth To Be Levelled And Neatly Dressed In . All Kinds Of Soil. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Foundations Drains, Pipes And Cables Etc (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Trenches Including Dressing Of Sides And Ramming Of Bottoms Lift , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Bituminous Road , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Water Bound Macadam Road , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles 10 Mm To 25 Mm , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles Above 25 Mm And Upto 40 Mm. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1: 3: 6 Or Richer Mix. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1:4:8 Or Richer Mix , Laying And Fitting Of Gi Pipes Complete Excluding Cost Of Pipes And Earth Work 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia ( L) , 150 Mm Dia ( M) , Providing And Fixing Of Gi Pipes Complete With G.I Fittings Excluding Tenching And Refilling Etc. ( External Work) 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia (M) , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 100 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 150 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 200 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 250 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 300 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 350 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 400 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 450 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 500 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 600 Mm Dia Ductile Iron Class K - 7 Pipes , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 25 Mm Dia To 50 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 65 Mm Dia To 100 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 125 Mm Dia To 150 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 200 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 250 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 300 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 350 Mm To 450 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 500 Mm To 600 Mm Dia , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead 15Mm To 40 Mm Dia Nominal Bore , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead Above 40 Mm Nominal Bore. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Upto 150 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 150 Mm To 300 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 100 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 125 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 150 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 200 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 250 Mm Dia , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 350 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 400 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 450 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 500 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 600 Mm Dia. , Filling Available Excavated Earth (Excluding Rock ) In Trenches, Plinth Sides Of Foundation Etc. Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layers Lead Upto 50 M And Lift Upto 1.5 M , Disposal Of Surplus Excavated Earth Complete Job Upto 1 Km By Mech Transport ( Carriage) , Chequrred Precast Cement Concrete Tiles 22 Mm Thick In Footpath And Courtyard Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles Including Rubbing And Clearing Etc. Complete On 20 Mm Thick Bed Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) Excluding Cost Of Tiles Ordinary Cement Without Any Pigment , Supply Of Fitter ( 2Nd Class) , Supply Of Labour (Mazdoor) , Supply Of Masson A) Ist Class , Supply Of Masson A) 2Nd Class , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 100 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 150 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 200 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 250 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 300 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 350 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 400 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 450 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 500 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 600 Mm Dia. , Laying In Position S & S Or Flanged Ci Special Such As Tees Bends, Collars, Tappers And Caps Etc (Excluding Cost Of Specials). , Locating/ Tracing Of Blockages/ Leakages Including Excavation Of Pits. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) G.I.Pipe And Fitting. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Cement , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Sand , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 100 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 150 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 200 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 250 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 300 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 350 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 400 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 450 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 500 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 600Mm To 800Mm Dia , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) G.I. Pipe And Fitting , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Cement , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Steel , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 200Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 150Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 100Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 80Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 65Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 150Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 100Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 80Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 65Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 40Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 25Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 20Mm Dia , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 25 To 40Mm Nominal Bore , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 50 To 80Mm Nominal Bore , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 100 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 150 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 200 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 250 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 300 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 350Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 400 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 450 Mm Dia & 500Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 60 Mm Dia, 700Mm Dia, 750M,M Dia & 800Mm Dia , Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brushwood, Trees And Saplings Of Girth Upto 30 Cm Measured At Height Of 1 M Above Ground Level And Removal Of Rubbish Upto 1 Distance Of 50 M Outside The Periphery Of The Area Cleared , Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering-All Work Upto Plinth Level 1:3:6 (1 Cement: 3 Coarse Sand 6 Graded Stone Aggregate Of 20 Mm Nominal Size) (Crushed) , Demolishing Dry Brick Pitching In Floors,Drains Etc. Including Stacking Serviceable Material And Disposal Of Unserviceable Material With In 50 Meters Lead , Dry Brick On Edge Flooring With Bricks Of Class Designation 75 On A Bed Of 12Mm Cement Mortar Including Filling Joints With Fine Sand (1:4Mix) ( With F.P.S Bricks) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1: 6 (1 Cement: 6 Coarse Sand) , Half Brick Masonry With Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Providing And Laying In Position Cement Concrete Excluding The Cost Of Centering, Shuttering, Finishing All Work Upto Plinth Level (1: 4: 8) 1. Cement: 4 Coarse Sand 8 Graded Stone Aggregate 40Mm Nominal Size) Crushed. , Dry Stone Pitching 225 Mm Thickness Including Cost Of Stone And Preparation Of Surface Nallah. , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Horizontal , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Top Copings Of Banks , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Slopes , Hand Packing Stones In Wire-Crates, Excluding Cost Of Crates And Stones , Grouting Of Stone Pitching Using M-10 Nominal Mix Concrete (Max Size Of Aggregate 20 Mm Nominal) @ 3.65 Cum Per 100 Sqm On Horizontal/ Side Slopes,Complete Including Curing (Nallah) , Dumping Of Stone (Excluding Cost Of Stone) In Horizontal On Level. , Supply Of Stone Boulders (Nallah) Nominal Size 225 Mm (Stack Measurement Reduced By 15%) , Demolishing Brick Work Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead In Cement Mortar , Removing Mortar From Bricks And Cleaning Bricks Including Stacking Within A Lead Of 50 M (Stacks Of Cleaned Bricks Shall Be Measured) From Brick Work In Cement Mortar , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Dry , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Wet , Slip Clearance In Soils; Mixed With Moorum/ Kankar/ Shingle/ Boulders, Disposal Lead Upto 50 M And Lift Upto 1.5 M , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Sand Average Distance 10 Km By Mt , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Above 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Below 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Stones Average Distance 10 Km By Mech. Transport. , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bricks Average Distance Of 10 Km By Mech, Transport , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Tiles Average Distance Of 10 Km By Mech. Transport. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Sand , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bajri Below 40 Mm. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stone Aggregate 40 Mm And Above , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stones , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bricks. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Brick Tiles , Carriage Of Alum From Site Of Stacking Up To Bed Of Filtration Plant By Way Of Engaging Labour , Clearance Of Gsr/St/Dug Well/Oht/Intake Tank By Way Of Deploying Labour And Disposal Of Rubbish As Per Direction Of Engineer-In- Charge , Providing And Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate ) All Works Upto Plinth Level , Providing And Laying Cement Concrete 1:1.5:3 Mix Walls , Providing And Laying Cement Concrete 1:1.5:3 Mix Slabs , Reinforcement Of Reinforced Cement Concrete , Whitewashing One Or More Coat On Old Work , Welding With Gen Set , Minor Repair Of Bathroom , Form Work For Walls , Form Work For Foundtion , Form Work For Suspended Floors/ Roof , Form Work For Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , Form Work For Edges Of Slab , Reinforced Cement Concrete 1:1.5:3 All Work Upto Plinth Level , 6 Mm Cement Plaster To Ceiling Of Mix 1 : 3 (1 Cement : 3 Fine Sand) , Removing White Colour Wash By Scraping And Sand Papering And Preparing The Surface Smooth Incl. Necessary Repairs To Scratches Etc. Complete , White Washing With Lime To Give An Even Shade On New Work (Three Or More Coats) , Finishing Walls With Water Proofing Cement Paint Of Required Shade On New Work (Two Or More Coats Applied @ 3.84 Kg/10Sqm) , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) , Applying Priming Coat: With Ready Mixed Aluminum Primer Of Approved Brand And Manufacture On Resinous Wood And Ply Wood , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanized Iron/Steel Works , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Work (Second Coat) , Finishing With Epoxy Paint (Two Or More Coats) At All Locations Prepared And Applied As Per ManufacturerS Specifications Including Appropriate Priming Coat, Preparation Of Surface, Etc Complete On Steel Work , Distempering With Dry Distemper Of Approved Brand And Manufacture (One Or More Coats) And Of Required Shade On Old Work To Give An Even Shade , Painting With Oil Type Wood Preservative Of Approved Brand And Manufacture An Old Work (One Or More Coat) , Renewing Glass Planes With Putty And Nail Wherever Necessary Incl. Taking Out Old Putty Float Glass Panes Of Thickness 4.0 Mm , Repair To Plaster Thickness 12Mm To 20 Mm In Patches Of Area 2.5 Sqm Incl. Cutting Patches In Proper Shape And Plastering Wall Surface With White Cement Polymer Self Curing Incl. Disposal Of Rubbish. All Complete , Loading Unloading Of Material By Way Of Engaging Labour , Barricading By Way Of Fitting Of G.I. Pipes (15Mm) , Barricading By Way Of Fitting Of G.I. Pipes (20Mm) , Barricading By Way Of Fitting Of G.I. Pipes (25Mm) , Barricading By Way Of Fitting Of G.I. Pipes (32Mm) , Barricading By Way Of Fitting Of G.I. Pipes (40Mm) , Repair Of Gate By Way Of Weldiing And Other Material Required , Engagement Of Sweeper , Opening Of Old Wire Crates And Rebinding After Filling , Hand Packing Stone In Wire Crate Excluding Cost Of Crates And Stones , Providing And Fixing Of Check Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , Providing And Fixing Of Sluice Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , D) 50 Mm Dia , Providing And Fixing Of Gun Metal Gate Valve: A) 80 Mm Dia , 65 Mm Dia , B) 50 Mm Dia , C) 40 Mm Dia , D) 32 Mm Dia , E) 25 Mm Dia , F) 20 Mm Dia , Note :- (1) If Any Item/ Items Not Advertised In The Above Rate List But Found Necessary To Be Executed At Site. The Same Shall Be Paid As Per Ssr 2022 On Contractors Appreciation / Depreciation. , Note :- (2) Any Item Either Not Advertised Or Not Provided In Ssr 2022 Shall Be Paid As Per Actual Lowest Market Rates. , Note :- (3) Any Other Dia Of Pipes/ Pipe Specials If Required Shall Be Issued By The Department As Per Prevailing Stock Rates Of The Division. , Note :- (4) The Material Which Is Issued By The Department, The Cost Of Material Shall Be Deducted As Per Prevailing Stock Rates Of This Division
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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