View Bid Results For Test Sieves Tenders

We found 1030 Bid Results related to test sieves tenders. You can find Contractor details who won test sieves tenders along with contract details in Bid awards announcements section.

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Showing 1–21 of 1030 tenders matching your filters
1.
Housing Urban and Rular Development #11483263 AOC
Tender For Miscellaneous Internal And External Repairs To All Buildings And All Premises Including Compound Wall, Watch Tower, Gates, Etc. While The Hon. President/Prime Minister/Governor Of Maharashtra Visit At Rajbhavan, Nagpur- 1 Machinepolishingtocement/marblemosaictiledflooringoranyothertypeofflooring including cleaning, washing, etc. complete. 2 Providing and applying washable oil-bound distemper of approvedcolour andshade to old andnewsurfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. 3 Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc.complete. 4 Providing and applying plastic emulsion paint of approved quality, colour and shade to old andnewsurfacesintwocoatsincludingscaffolding,preparingthesurface.(excludingthe primer coat)etc. complete. 5 Providing and applying Royale Luxury Emulsion of approved make on internal wall surface asdetailedbelowScrappingforsurfacewithemerypaperandwipecleanforarea. wall primer withbrushby adding mineral turpentine oil by 8 to 10 % or water by 15 to 20% allowing to dryfor 6 to8 hoursAfter applying acrylic wall putty with appropriate prpportion of water of allow to dry for period of4to6hoursofactivity.Scrappingwithemerypaper andwipecleanApplying paints Royale Luxury emulsion 1st coat with brush water content water 40 to 45% or 65 to 70% by role Applying paints Royale luxury emulsion 2nd coat with brush with water content 40 to 45%or 65 to 70 % by roller. (With prior approval of S.E.) 6 Providingand applyingtwocoatsof exterioracraylicemulsion paintconfirmingto corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces includingcleaning,preparingtheplastersurface,applyingprimercoat,scaffoldingif necessary , and watering the surface for two days etc complete. 7 Providing and applying two coats of exteriorweather shield paint of approved manufacture andofapprovedcolourtotheplasteredsurfacesincludingcleaning,preparingtheplaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etccomplete. NOTE: ForItem One Number 15 to 18 prior approval of Superintending Engineer will be necessary 8 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. 9 Hand polishing to dado, skirting including cleaning, washing etc. complete. 10 Supplying hard murum/ kankar at the road site, including conveying and stacking complete. 11 Supplying soft murum at the road site, including conveying and stacking complete. 12 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete 13 Providing royalty charges against royalty paid by the contractor to the Revenue department for supply of different construction material for which royalty is necessary. (for all other Minerals) Murum 14 Carrying out testingBASIC TEST OF SOIL / MURUM Sieve Analysis. 15 Carrying out testingBASIC TEST OFSOIL / MURUM Liquid limit & plastic Limit. 16 Carrying out testingBASIC TEST OF SOIL / MURUMCompaction Test (Proctor Density ).
Contract Date: Jul 01, 2026 Contract Value : ₹ 1.50 Crore
Government Departments No of Bidders 4
Maharashtra View Result →
2.
Rural Development #11483199 AOC
Tender for 78.Well Omkar Bhikule Main Road To Sarpanch Vitthalrao Bhikule House And Main Road To Bhairavanath Temple At Vihir Tal- Velhe - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 3 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 4 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 5 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 6 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 7 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 8 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 9 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 10 Royalty For Hard Murum 11 Royalty For Murum at Site
Contract Date: Jul 03, 2026 Contract Value : ₹ 6.38 Lakh
Government Departments No of Bidders 9
Maharashtra View Result →
3.
Rural Development #11465680 AOC
Tender For 69.Velha Bu. P.S. Road Concrete From Main Road To Gautam Nagar Vasti A Old Panchayat Samiti At Velhe Bk Tal- Velhe - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 3 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 4 Providing solingusing 80 mmsize trap metal in 15 cm. layer including filling voidswith Crushed sand/grit, ramming, watering etc. complete. 5 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 6 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 7 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 8 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 9 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 10 Royalty For Rubble stone excluding royalty 11 Royalty For Hard Murum
Contract Date: Jul 03, 2026 Contract Value : ₹ 6.34 Lakh
Government Departments No of Bidders 8
Maharashtra View Result →
4.
Rural Development #11465679 AOC
Tender For Concrete road from house of Kelad Shaila Shinde (A) to Janani Devi Rahata at Kelad, Tal- Velhe - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 3 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 4 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 5 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 6 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 7 Providing solingusing 80 mmsize trap metal in 15 cm. layer including filling voidswith Crushed sand/grit, ramming, watering etc. complete. 8 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 9 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 10 SOIL / MURUM. 1)Sieve Analysis 11 Royalty For Rubble stone excluding royalty 12 Royalty For Hard Murum
Contract Date: Jul 03, 2026 Contract Value : ₹ 6.66 Lakh
Government Departments No of Bidders 6
Maharashtra View Result →
5.
Rural Development #11465678 Price Bid
Tender For 71.Kondhavli Pailwan Santosh Karanjakar House Under Road Concete Road Tal -Velhe - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing solingusing 80 mmsize trap metal in 15 cm. layer including filling voidswith Crushed sand/grit, ramming, watering etc. complete. 3 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 4 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 5 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 6 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 7 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 8 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 9 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 10 Royalty For Rubble stone excluding royalty 11 Royalty For Hard Murum
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
Maharashtra View Result →
6.
Rural Development #11465677 AOC
Tender For 72. Concrete road under Pathardare Bhaguji Yenpure house to Ankush Khatpe house and Khatpewadi Sunil Khatpe house to Rah Santosh Khatpe house Pal Bu Ta Velhe - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 3 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 4 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 5 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 6 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 7 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 8 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 9 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 10 Royalty For Hard Murum 11 Royalty For Murum at Site
Contract Date: Jul 03, 2026 Contract Value : ₹ 8.87 Lakh
Government Departments No of Bidders 6
Maharashtra View Result →
7.
Rural Development #11465672 AOC
Tender For 80.Sri Kshetra Malaidevi Temple Road Near Wangani Entranct Tal- Velhe - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 3 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 4 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 5 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 6 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 7 Royalty For Murum at Site
Contract Date: Jul 03, 2026 Contract Value : ₹ 12.53 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
8.
Power #11454253 AOC
Bids Are invited for Custom Bid For Services - Calibration And Nabl Certification Of Different Instruments Of Chemical Laboratory, Dvc, Rtps For Two Years - Calibration Of Muffle Furnace (Make: Spectro , Agn Enterprise, Macro Scientific, Mti ; Range: Amb. To 1000 Deg C) , Calibration Of Humidity Cabinet(Make: Usha Instrument; Range: 5 Deg C To 70 Deg C & 10% To 98% Rh) , Calibration Of Standard Weight (Make: Wensar; Capacity: 1 Kg, 2 Kg And 5 Kg) , Calibration Of Volumetric Flask (Make: Borosil; Capacity:2000 Ml, 1000 Ml, 250 Ml ) , Calibration Of Furnace Temperature Of Thermo Gravimetric Analyzer (Make: Leco; Model:Tga-701; Range: Ambient To 1000 Deg. C ) , Calibration Of Double Roll Crusher (Make: Not Specified; Capacity- 200 Kg/Hr, Feeding Size Of Coal-(-) 12.5 Mm, Product/ Ground Size-(-)3.35Mm) , Calibration Of Stop Watch(Make: Racer) , Calibration Of F1 Class Weight Box (Make: Wensar;Range: 1 Mg To 200 Gm) , Calibration Of Digital Thermo Hygrometer (Make: Htc; Range: 0°C To 50°C & 30% To 99%Rh ) , Calibration Of Bulb Pipette (Make: Borosil; Apacity: 20 Ml ) , Calibration Of Graduated Pipette (Make: Borosil; Range: 0-2 Ml ) , Calibration Of Graduated Burette (Make: Borosil;Range: 0 To 25 Ml ) , Calibration Of Infrared Thermometer (Make: Metravi Instruments; Range: -50 Deg To 1300 Deg C ) , Calibration Of Balance Of Thermo Gravimetric Analyzer (Make: Leco; Model: Tga- 701; Working Range: 0.5 G To 1.5 G ) , Calibration Of Temperature Of Automatic Bomb Calorimeter (Make: Leco; Model:Ac-500; Working Range: 13 Deg. C To 33 Deg. C) , Calibration Of Jaw Crusher (Make: Not Specified; Capacity- 200 Kg/Hr, Feeding Size Of Coal-(-) 50 Mm, Product/ Ground Size-(-)12.5 Mm) , Calibration Of Raymond Mill (Make: Not Specified; Capacity- 5 Kg/Hr, Feeding Size Of Coal-(-) 3.35 Mm, Product/ Ground Size-(-) 212 Μ) , Calibration Of Top Pan Weighing Balance , Calibration Of Hot Air Oven , Calibration Of Test Sieve , Calibration Of Thermocouple (K-Type) Sensor Of Thermogravimetric (K-Type) Sensor Of Thermogravimetric Analyzer (Model Tga3000, Make: Orbit Technology Pvt. Ltd) , Calibration Of K-Type Thermocouple Of Thermogravimetric Analyzer (Model: Tga3000, Make: Orbit Technology Pvt. Ltd) , Calibration Of Analytical Balance Of Thermogravimetric Analyzer (Model: Tga 3000, Make:Orbit Technology Pvt. Ltd.) , Calibration Of Digital Temp. Indicator With Sensor, Automatic Bomb Calorimeter(Model: Ip-1, Make: Advance Research Instrument Corporation) , Calibration Of Infrared Moisture Analyzer , Calibration Of Viscometer Tube Of Kinematic Viscometer , Calibration Of Temperature Of Kinematic Viscometer , Calibration Of Centrifuge Machine , Calibration Of Pressure Gauge , Calibration Of Analytical Balance (Readability 0.1 Mg) , Calibration Of Sieve Shaker , Calibration Of Hgi Machine , Calibration Of Glass Thermometer , Calibration Of Barometer
Contract Date: Ref. Documents Contract Value : ₹ 88,646
Boards / Undertakings / PSU No of Bidders 9
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12.
Housing Urban and Rular Development #11335412 AOC
Replacement Of Roofing And Misc.Works At Barrack No.13 At Old Hydrabad House , Nagpur (Only For Society) (2Nd Call).- Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material uptoa distance of 50m.beyond the building area and stacking and spreading as directed,dewatering,preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means 2 Providing soling using80mm sizetrapmetalin15cm.layerincludingfilling voidswith Crushed sand/grit, ramming, watering etc. complete. 3 Providing and laying Castinsitu/Ready Mix cement concrete inM-10oftrap/granite/ quartzite/gneiss metal for foundation and bedding including bailing outwater,Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishing if required and curing complete,with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand VSI Grade) 4 Dismantlingbrickmasonryinlimeorcementmortarandstackingthematerilsasdirected with all leads, lifts etc. 5 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. 6 Removing rafters from roof including the materials asdirectedwithallleads ,liftsetc. complete. 7 Removing purlins from roof including stacking as directed with all leads , lifts etc. complete. 8 Providing second class Burnt Brick masonry with conventional/I.S.type bricks in cement mortar1:6insuperstructureincludingstrikingjoints,rakingoutjoints,wateringand scaffolding etc. Complete 9 Providing and laying Castinsitu/Ready Mix cement concreteM-20oftrap/granite/quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or asdirectedincludingsteelcentering,formwork,coverblocks,laying/pumping, compactionandrougheningthesurfaceifspecialfinishistobeprovidedandcuringetc. complete. (Excluding reinforcement and structural steel). 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) 10 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C.pilecaps,footings,foundations,slabs,beamscolumns,canopies,staircase,newels, chajjas,lintelspardis,copings,fins,archesetc.asperdetaileddesigns,drawingsand schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. 11 Providing structural steel work in trusses, other similar trussed purlins and members with all bracing,gussetplatesetc.asperdetaileddesignsanddrawingsoras directedincluding cutting,fabricating,hoisting,erectingfixinginposition, Makingriveted/bolted/welded connectionandone coat of anticorrosive paint andover it 2 coats of oil painting approved quality and shade etc. complete. 12 Providing Gas or Electrical welding for structural steel section, plates as per detailed drawing. For less than 10 mm thick section. 13 Providing andfixing colourcoatedZincalume (R)AZ150(min150gms/sq.mt.totalon 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,metallichotdipcoatedwithAluminium-Zincalloy(55%aluminium 43.4%zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganicpigment).Thepaintshallhaveatotalcoatingthicknessofnominal35um, 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 endribshallbedesignedforanti-capillarygroove.andreturnleg.Thefeed 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 Kilogram/ One Square Metre) 14 Providing and fixing of colour coated Zincaluminium( 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 withAluminium-Zinc alloy (55% aluminiumm 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyster paint coat ( withinorganic pigment). The paint shallhave atotal coating thickness ofnominal 35mm, comprising of nominal 25mmexterior 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 sublet square fluting in the five pan at nominal 180-250 mmcenter- to-center.Theendribshallbedesignedforanti-capacitygroove.andreturnleg.Thefeed 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 Kilogram/ One Square Metre)600 mm girth (Surface Width). 15 Providing internal cement plaster 20mm thick in a single coat using Ready to use wall plasterto concrete, brick surfaces in all positions including scaffolding and curing. Providing groove at joint of B.B.Masonry and concrete members complete.a) cement ratio 1:5 With Prior Approval of Concerned S.E. 16 Providing internal cement plaster 12 mm thick in a single coat using Ready to use wall plaster to concrete or brick surface in all positions including scaffolding and curing complete. Providing groove at joint of B.B. Masonry and concrete members complete.a) cement ratio 1:5 With Prior Approval of Concerned S.E. 17 ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-25oftrap/granite/quartzite/gneissmetalforR.C.C.workinfoundationslike raft,strip foundations,grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water,Steel centering,formwork,coverblocks,laying/pumping,compactionandcuring roughening the surface if 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) 18 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. 19 Supply & Fixing ofRock / Stone Finished outdoor vitrified flooring Tiles 16 mm thick and required width wide in plain pattern includingCement float, filling joints, with neat cement slurry, Natural sand, curing and cleaning complete. with prior approval of concerned Superitending Engineer. 20 PRIVIDING AND FIXING ANTIMICROBIAL ACOUSTICAL FALSE CEILING: Bioguard Mineral Fibre Acoustical Suspended Ceiling System with 19mm thick Acoustics Microlook 90 Edge Tiles with 15mm face exposed grid. The tiles shall have smooth bright laminated visual with Humidity Resistance (RH) of 99%, NRC 0.7 (Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) as per ASTM C423 standard, CAC of 41db as per ASTM E1414, Light Reflectance ≥87% as per ASTM E-1477, Thermal Conductivity k = 0.052 - 0.057 W/mK, Colour Global White, Fire Performance of Class 0/1 as per BS 476 Part6/7 and Class A as per ASTM E 84with 19mm Square Tegular/Microlook 90˚ edge and 8mm drop in module size of 600 x 600mm./ 600x1200mm. The scrim on the face of the tile shall be cleanable, washable up to 500 cycle as per ASTM D-4828 and resistant to disinfectants. The tile shall be treated with Anti Microbial coating on the face of the tile to achieve cleanroom classification of class 5 (Class 100) as per ISO 14644-1 and suitable forzone 4 area having partical emission under normal conditions of ISO 5, Decontamination Class of CP10 and Bacteriological Cleanliness Class B1 for specific strains as per NF S 90-35:2003 The tile shall have a rating of 8 or above (face) for tests conducted for Resistance to growth of Mold in accordance to ASTM D3273. It shall be suitable for Green Building application, with Recycled content of 35% having VOC and Formaldehyde emission rate less than 0.1mg/m2/hr. The tile shall have certifications from GRIHA and GreenPro thereby confirming that it is an environment friendly product. SUSPENSION: The tile shall be laid on 15 mm wide T - section flanges colour global white (matching to tile color) having roll formed double stroke rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm (all sections). The deflection loading of the system shall be 12.5 kg/m2 (as per standard installation layout mentioned below) and main beam tested as per ASTM C635 (Deflection limit less than L/360) with a deflection loading of 15kg/m. 21 Transportation of material obtained from debris of various sorts excavated stuff including necessary excavation/ loosing including loading, unloading and conveying and disposing as directed.( Beyond 10 Km. ) 22 Providing royalty charges against royalty paid by the contractor to the Revenue department for supply of different construction material for which royalty is necessary. Natural Sand 23 Testing Charges for Conducting BASIC TEST OF CEMENT.Standard ConsistancyFineness, Specific Gravity,Setting Time ( Initial & Final ), CompressiveStrength, Soundness etc. complete. 24 Testing Charges for Conducting BASIC TEST OF FINE AGGREGATES. Fineness Modulus ( Sieve Analysis ),Silt & Clay Content 25 Testing Charges for Conducting BASIC TEST OF BRICKS Water Absorption (Set of 5 Bricks), CompressiveStrength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks). 26 Testing Charges for Conducting BASIC TEST OfSTEEL BAR TESTING Upto 16 mm(Set of 3 Bars)
Contract Date: Jun 22, 2026 Contract Value : ₹ 18.51 Lakh
Government Departments No of Bidders 2
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13.
Rural Development #11335404 AOC
Tender For 58.Nere sampat nana jadhav house road - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 3 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 4 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 5 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 6 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 7 Providingand laying concrete pipes of I.S.NP. class of 300mm diaMetre in proper line, levelandslopeincludingnecessarycollars,excavation,laying,fixingwithcollarsincement mortar 1:1 and refilling the trench complete. 8 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 9 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 10 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 11 SOIL / MURUM. 1)Sieve Analysis 12 Royalty For Hard Murum 13 Royalty For Murum at Site
Contract Date: Jun 22, 2026 Contract Value : ₹ 6.22 Lakh
Government Departments No of Bidders 8
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14.
Rural Development #11334268 AOC
Tender For Development Of Smashanbhumi Dashkriya Ghat At Valad Tal. Khed Dist. Pune - Excavationforfoundationinearth,soilofalltypes,sand,gravelandsoftmurum, including removingtheexcavatedmaterialuptoadistanceof50m.beyondthe buildingareaand stackingandspreadingasdirected,dewatering,preparingthebed forthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means 2 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, Steel centering, 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 fine aggregate (Crushed sand VSI Grade)(Non SCADA Item) 3 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete 4 Providingdry/trap/granite/quartzite/gneissrubblestonesoling15cmto20cmthick including hand packing and compacting etc. complete. 5 Filling in plinth and floors with contractorsmaterial/brought from outside and approved byEngineer inchargein layers of 15 cmto 20 cm including watering andcompactionetc. complete. 6 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 7 Providing and laying Polished Tandur Stone flooring 25mm to 30mm thick required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete. 8 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 9 Providing and fixing heavy duty inter locking concrete Rubber mould glossy paving blocks of 80 mm thickness of having a strength of 400 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. (using 100% crushed sand) 10 Part - B BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 11 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 12 BRICKS. 1)Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5Bricks), Efflorescence (Set of 5 Bricks) 13 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 14 MORTOR. 1)Compressive Strength.( Set of 3 Cubes) 15 SOIL / MURUM. 1)Sieve Analysis 16 SOIL / MURUM. 2)Liquid limit & plastic Limit. 17 Royalty For Natural Sand - Screened (for plaster work only) 18 Royalty For Rubble stone excluding royalty 19 Royalty For Soft Murum
Contract Date: Jun 23, 2026 Contract Value : ₹ 7.49 Lakh
Government Departments No of Bidders 8
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16.
Tourism #11320518 Technical Bid
Tender For Tourism Development Work Of Shri Ramjanaki Temple, Kotawari In Shahjahanpur District.-1 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge. All Kinds Of Soil Dsr-2.6.1 170.25 Cum 133.12 127.80 21757.52 In All Kind Of Soil Upto 1.5M To 3.0M. Depth 2.6.1+2.26.1 18.74 Cum 228.22 219.09 4106.24 In All Kind Of Soil Upto 3.0M To 4.5M. Depth 2.6.1+(2.26.1* 2) 6.37 Cum 323.31 310.38 1977.88 2 Excavation Of Foundation In Ordinary Soil (Loam Clay Or Sand) Including Lift Upto 1.50 Meter And Lead Upto 30 Meter And Including Filling, Watering And Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building And Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Sur-Plus Earth As Directed By The Engineer Incharge Up To A Distance Of 30 Meters From The Foundation Trenches. Dsr-2.1.1 35.61 Cum 97.38 93.49 3329.14 3 Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 And For All Lift. Dsr-2.25 8.70 Cum 147.00 141.12 1227.84 4 Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete Dsr-2.25(A) 55.60 Cum 525.36 504.34 28041.40 5 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) Dsr-4.1.8 70.78 Cum 5108.83 4904.47 347162.56 6 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. Dsr-2.27 26.31 Cum 1592.76 1529.05 40229.27 7 Diluting And Injecting Chemical Emulsion For Postonstructional Anti-Termite Treatment (Excluding The Cost Of Chemical Emulsion) : 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. 20% With 1% Concentration Dsr-2.35.3.1 194.47 Sqm 232.53 223.23 43411.24 8 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). Dsr-5.3 82.66 Cum 8628.83 8283.68 684729.10 9 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size De Rived From Natural Sources) Footing Dsr-5.1.2 21.98 Cum 6784.08 6512.72 143149.60 10 Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Dsr-5.2.2 22.97 Cum 8139.44 7813.86 179484.39 Abstract Of Cost Delhi Schedule Of Rate Effective From 12/07/2023 X (0.735X106/107X1.03) Has Been Followed. Proposed Tourism Development Of Ramjanki Temple At Kotawari, Tilhar, Sahjahanpur, U.P. 11 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers Dsr-5.9.5 257.49 Sqm 552.28 530.19 136518.66 12 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Suspended Floors, Roofs, Landings, Balconies And Access Platform Dsr-5.9.3 407.10 Sqm 695.41 667.60 271778.96 13 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete Dsr-5.9.1 63.96 Sqm 294.10 282.34 18058.37 14 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Columns, Pillars, Piers, Abutments, Posts And Struts Dsr-5.9.6 208.86 Sqm 720.95 692.11 144554.66 15 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) Dsr-6.1.1 16.84 Cum 5527.80 5306.69 89341.45 16 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) Dsr-6.1.2 51.30 Cum 5349.01 5135.05 263427.92 17 Providing And Laying Damp-Proof Course 50Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 20Mm Nominal Size Derived From Natural Sources). Dsr-4.11 2.14 Sqm 371.80 356.93 763.83 18 Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Of Vg-10 Of Approved Quality Using 1.7Kg Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With A Piece Of Cloth Lightly Soaked In Kerosene Oil. Dsr-4.13 44.55 Sqm 109.61 105.22 4687.75 19 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In : Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Dsr-6.4.2 80.04 Cum 6829.23 6556.06 524747.32 20 Half Brick Masonry With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level. Cement Mortar 1:4 (1 Cement :4 Coarse Sand) Dsr-6.13.2 60.18 Sqm 842.82 809.11 48692.17 21 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More Dsr-5.22A.6 186.64 Qtl 8088.48 7764.94 1449250.34 22 15 Mm Cement Plaster On Plinth Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Coarse Sand) Dsr-13.5.1 65.74 Sqm 308.80 296.45 19488.62 23 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 1:6 (1 Cement: 6 Coarse Sand) Dsr-13.5.2 252.10 Sqm 296.50 284.64 71758.35 24 12 Mm Cement Plaster Of Mix : 1:6 (1 Cement: 6 Coarse Sand) Dsr-13.4.2 609.85 Sqm 257.73 247.42 150888.63 25 Add For Plaster Drip Course/ Groove In Plastered Surface Or Moulding To R.C.C. Projections. Dsr-5.30 315.01 Rm 58.80 56.45 17781.09 26 Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 40 Mm Thick With 20 Mm Nominal Size Stone Aggregate Dsr-11.3.1 29.40 Sqm 460.63 442.21 13000.95 27 Cement Plaster Skirting Up To 30 Cm Height, With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Finished With A Floating Coat Of Neat Cement.18 Mm Thick Dsr-11.6.1 3.35 Sqm 496.52 476.66 1596.81 26 Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm Dsr-11.41.2 137.75 Sqm 1165.05 1118.45 154065.99 27 Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To |.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm Dsr-11.46.2 10.17 Sqm 1217.25 1168.56 11884.22 28 Providing And Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Is : 15622 (Thickness To Be Specified By The Manufacturer ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Dsr-11.37A 148.53 Sqm 812.00 779.52 115781.77 29 Providing And Laying Rectified Glazed Ceramic Floor Tiles Of Size 300X300 Mm Or More (Thickness To Be Specified By The Manufacturer), Of 1St Quality Conforming To Is : 15622, Of Approved Make, In Colours White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement: 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Dsr-11.39 4.40 Sqm 997.47 957.57 4213.30 30 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). Ordinary Cement Without Any Pigment 11.20.4 6.12 Sqm 792.24 760.55 4654.54 31 Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors,Windows And Clerestory Windows, Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. (Note: Butt Hinges And Necessary Screws Shall Be Paid Separately) 35 Mm Thick Dsr-9.5.1.1 6.30 Sqm 3083.86 2960.50 18651.18 32 Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors,Windows And Clerestory Windows, Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. (Note: Butt Hinges And Necessary Screws Shall Be Paid Separately) 30 Mm Thick Dsr-9.5.1.2 83.22 Sqm 2810.38 2697.97 224524.67 33 Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 (Part I) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters: 35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws Dsr-9.21.1 15.33 Sqm 1794.43 1722.65 26408.23 34 Providing 40X5 Mm Flat Iron Hold Fast 40 Cm Long Including Fixing To Frame With 10 Mm Diameter Bolts, Nuts And Wooden Plugs And Embedding In Cement Concrete Block 30X10X15Cm 1:3:6 Mix (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size). Dsr-9.53 128.00 Nos 171.63 164.77 21090.11 35 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding Dsr-9.48.1 937.05 Kg 164.32 157.75 147816.54 36 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10X10 Cm Of C.C. 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size). Dsr-10.13.1 100.80 Kg 106.27 102.02 10283.67 37 Providing And Fixing Angle Iron Frames For Doors, Windows And Ventilators Of Mild Steel Angle Sections Of Size 35X35X5 Mm, Joints Mitred And Welded By Angle Iron 35X35X5 Mm Or 35X 5 Mm Flat Pieces To The Existing T-Iron Frame Or To The Wall With Dash Fastener, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer, All Complete As Per The Direction Of Engineer-In-Charge. Dsr-10.31 125.00 Kg 97.87 93.96 11744.60 38 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 The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing 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-Incharge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). Dsr 10.28 133.33 Kg 579.28 556.11 74146.05 39 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately).(Sal Wood) Dsr-9.1.2 1.61 Cum 87387.28 83891.79 135065.79 40 Fixing Of Door, Windows/Ventilators Chaukhats In Position. (A) Door Chaukhats Above 1.5 Sqm To 5.0Sqm Mr 19.00 Nos 150.00 144.00 2736.00 (B) Window Chaukhats Above 1.5 Sqm 12.00 Nos 100.00 96.00 1152.00 (C) Ventilator Chaukhats 7.00 Nos 50.00 48.00 336.00 41 Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade: New Work (Two Or More Coats Applied @ 1.43 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/10 Sqm) Dsr-13.47.1 407.00 Sqm 128.32 123.19 50137.46 42 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 Dsr-13.41.1 434.15 Sqm 139.23 133.66 58030.01 43 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. Dsr-13.80 841.15 Sqm 117.03 112.35 94505.07 44 Providing And Fixing Isi Marked Oxidised M.S. Sliding Door Bolts With Nuts And Screws Etc. Complete :250X16 Mm Dsr-9.62.2 11.00 Nos 145.27 139.46 1534.05 45 Providing And Fixing Isi Marked Oxidised M.S. Tower Bolt Black Finish, (Barrel Type) With Necessary Screws Etc. Complete : 250X10 Mm Dsr-9.63.1 21.00 Nos 62.92 60.41 1268.53 200X10 Mm Dsr-9.63.2 65.00 Nos 52.05 49.97 3247.81 46 Providing And Fixing Isi Marked Oxidised M.S. Handles Conforming To Is:4992 With Necessary Screws Etc. Complete :100 Mm Dsr-9.66.2 54.00 Nos 24.41 23.44 1265.50 47 Providing And Fixing Bright Finished Brass Hanging Type Floor Door Stopper With Necessary Screws, Etc. Complete Dsr-9.82 1.00 Nos 91.23 87.59 87.59 48 Providing And Laying Integral Cement Based Water Proofing Treatment Including Preparation Of Surface As Required For Treatment Of Roofs, Balconies, Terraces Etc Consisting Of Following Operations: (A) Applying A Slurry Coat Of Neat Cement Using 2.75 Kg/Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is. 2645 And Approved By Engineer-In-Charge Over The Rcc Slab Including Adjoining Walls Upto 300 Mm Height Including Cleaning The Surface Before Treatment. (B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 25 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 (1 Cement : 5 Coarse Sand) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineerin- 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 Is : 2645 And Approved By Engineerin- Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Of Junctions 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 Is : 2645 And Approved By Engineer-In-Charge. (D) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix 1:4 (1 Cement :4 Coarse Sand) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge Including Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finishing The Surface With Trowel 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 : With Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65 Mm Dsr-22.7.1 198.55 Sqm 1263.41 1212.87 240815.58 49 Finishing With Deluxe Multi Surface Paint System For Interiors And Exteriors Using Primer As Per Manufacturers Specifications : Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/ 10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr/ 10 Sqm Of Approved Brand And Manufacture Dsr-13.48.3 144.65 Sqm 128.02 122.90 17777.47 50 Finishing With Deluxe Multi Surface Paint System For Interiors And Exteriors Using Primer As Per Manufacturers Specifications : 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 Manufacture Dsr-13.48.2 209.70 Sqm 132.18 126.90 26610.03 51 Providing & Fixing Panes Of Glass With Equal Or Equivalent I.S.I Marked Quality Putty. Brads And Springs And Including Supply Of All Materials And Labour Etc Complete . 3.8 To 4.7 Mm Thick Dsr-10.30.1 44.76 Sqm 805.96 773.72 34631.80 52 Supply And Fixing Of Drop Down Rail / Grab Bars Mr 4.00 Nos. 4400.00 4224.00 16896.00 53 Providing, Driving With Hydraulic Piling Rigs With Power Units And Installing Driven Cast-In-Situ Reinforced Cement Concrete Piles Of Grade M-25 Of Specified Diameter And Length Below The Pile Cap, To Carry Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Shoe And The Length Of Pile To Be Embedded In The Pile Cap Etc. All Complete. (Length Of Pile For Payment Shall Be Measured From Top Of Shoe To The Bottom Of Pile Cap) : 400 Mm Dia Piles Dsr-20.1.1 48.00 Rm 2075.18 1992.17 95624.30 54 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) : 30 Mm Thick Dsr-8.14.1.5 50.74 Sqm 3971.79 3812.92 193478.98 55 Stone Work In Plain Ashlar In Super Structure Upto Floor Five Level In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Including Pointing With Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade Both Face Dressed Red Sand Stone Dsr-7.12.1.1 3.56 Cum 51218.78 49170.03 175241.97 56 Extra For Stone Work Ashlar Sunk Or Moulded Or Sunk And Moulded Or Carved In : Triangular Or Square Or Rectangular Pillars Dsr-7.21.1 3.56 Cum 2834.15 2720.79 9696.89 57 Providing And Fixing Stainless Steel Cramps Of Required Size And Shape For Anchoring Stone Wall Lining To The Backing Or Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases In Stone And Holes In Walls Wherever Required. Dsr-8.15 99.58 Kg. 535.78 514.35 51219.04 58 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 Machine Cut And Table Rubbed With Rough Backing. 50Mm Dsr 8.14.1.3 37.80 Sqm. 4342.28 4168.59 157572.62 59 Providing And Fixing Copper Pins 7.5 Cm Long 6 Mm Diameter For Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases. Dsr 8.16 30.00 Nos. 32.92 31.61 948.21 60 Providing And Fixing Stone Jali 40 Mm Thick Throughout In 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, Jali Slab Without Any Chamfers Etc. Red Sand Stone Dsr 7.33.1 4.50 Sqm. 11198.29 10750.35 48376.59 61 Stone Work, Plain In Copings, Cornices, String Courses And Plinth Courses, Upto 75 Mm Thick In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand), Including Pointing With White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade.: Red Sand Stone Dsr 7.32.1 0.47 Cum. 70303.46 67491.32 31720.92 62 Carving & Engraving Work On Red Sand Stone (Labour Only) M.R. 9.73 Sqm. 15615.00 14990.40 145856.59 63 Manufacturing, Supplying And Fixing Retro Reflective Overhead Signage Boards Made Up Of 2 Mm Thick Aluminium Sheet, Face To Be Fully Covered With High Intensity And Encapsulated Lens Type Heat Activated Retro Reflective Sheeting Conforming To Type - Iii Of Astm-D-4956-01 As Approved By Engineer-In-Charge, Letters, Borders Etc. As Per Irc : 67-2001 In Silver White With Blue Colour Back Ground And With High Intensity Grade, Pasted On Substrate By Pressure Sensitive Adhesive Backing Which Shall Be Activated By Applying Pressure Conforming To Class Ii Of Astm-D-4956-01 And Fixing The Same To The Plate Of Structural Frame Work By Means Of Suitable Sized Aluminium Alloys, Rivets Or Bolts & Nuts @ 300 Mm Centre To Centre All Along The Periphery As Well As In Two Vertical Rows Along With Theft Resistant Measures, Including The Cost Of Painting With Two Or More Coats Of Epoxy Paint In Grey Colour On The Back Side Of Aluminium Sheet Including Appropriate Priming Coat. The Rate Includes The Cost Of Rounding Off The Corners, Lowering Down The Structural Frame Work From The Gantry, Fixing And Erecting The Same In Position All Complete As Per Drawings, Specification And Direction Of The Engineerincharge.( Structural Frame Work Including M.S. Plate To Be Provided Separately. Rectangular Area Of The Sheet Only Shall Be Measured For Payment). Overhead Informatory Road Signage Dsr 16.60.1 8.64 Sqm. 4409.78 4233.39 36576.45 64 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. Dsr 8.2.2.2 34.45 Sqm 3852.10 3698.01 127396.50 65 Making Plinth Protection 50 Mm Thick Of Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand (Zone-Iii) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Over 75 Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. Dsr-4.17 6.00 Sqm 561.96 539.48 3236.87 66 Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50 Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand. Complete All As Per Direction Of Engineer-In-Charge.80 Mm Thick C.C. Paver Block Of M-35 Grade With Approved Colour Design And Pattern Dsr-16.91.2 207.07 Sqm 818.60 785.85 162723.31 1 Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fitting And Fixtures Completed Including Cutting And Making Good The Walls And Floors Wherever Required.White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests 17.1.1 2.00 Nos. 5075.38 4872.36 9744.73 2 Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Isi Marked White Solid Plastic Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern With 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. W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 17.2.1 3.00 Nos. 4886.50 4691.04 14073.11 3 Providing And Fixing Wash Basin With C.I. 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 A) White Vitreous China Flat Back Wash Basin Size 550X 400 Mm With Single 15 Mm C.P. Brass Pillar Tap. 17.7.4 4.00 Nos. 1409.35 1352.98 5411.91 4 Providing And Fixing White Vitreous China Flat Back Or Wall Corner Type Lipped Front Urinal Basin Of 430X260X350 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 A) One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern 17.4.1 3.00 Nos. 4918.90 4722.14 14166.42 5 Providing And Fixing Flexible P.V.C. Waste Pipe For Sink Or Wash Basin Including Pvc Waste Fittings Complete. Flexible Pipe 17.28.2 A) 32Mm Dia 17.28.2.1 4.00 Nos. 89.66 86.07 344.29 B) 40Mm Dia 17.28.2.2 2.00 Nos. 89.66 86.07 172.15 6 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. 17.31 4.00 No. 1205.92 1157.69 4630.74 7 Providing And Fixing Cp Brass Single Lever Lelephonic Wall Mixture Of Quality & Make And As Per Thedirection Of Enginer-Incharge. A) 15Mm Dia Nominal Dia. 17.22B 2.00 Each 5205.39 4997.17 9994.34 8 Providing And Fixing 8 Mm Dia C.P./S.S. Jet With Flexible Tube Upto 1 Meter Long With S.S. Triangular Plate For Eureopean Type W.C. Of Quality And Make As Approved By Engineer-In-Charge. 15Mm Nominal Bore 17.16A 2.00 Each 261.85 251.38 502.76 Sanitary Fixtures & Accessories : I 9 Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fittings Arrangement Of Approved Quality And Colour. 600 Mm Long Towel Rail With Total Length Of 645 Mm, Width 78 Mm And Effective Height Of 88 Mm, Weighing Not Less Than 190 Gms. Dsr-17.73.2 1.00 Each 531.69 510.43 510.43 10 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. Dsr-18.65 1.00 Each 83.58 80.24 80.24 11 Providing And Fixing C.P. Brass Ablution Health Faucet Assembly With 1.0 M Long Braided Pvc Hose With Mounting Bracket Fixed On Wall Complete.[For Ewc]-Make-Jaquar Ald565 Mr 2.00 Each 1705.00 1636.80 3273.60 12 Providing And Fixing C.P. Brass Two-Way Angle Valve For Ewc Points & For Fixing Ablution Health Faucet Of Approved Quality Conforming To Is:8931. 15 Mm Nominal Bore-Essco Sqt 526A Mr 2.00 Each 1335.00 1281.60 2563.20 1 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. A) 110Mm Diameter 12.41.2 31.30 Mtr 283.04 271.72 8504.80 2 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate Of 20 Mm Nominal Size) Over Pvc Sheet 1M X 1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 (1 Cement : 3 Coarse Sand) And A Coat Of Neat Cement,Punning,Rounding The Edges And Making And Finishing The Outlet Complete. A) 110Mm 12.22 7.00 Nos. 223.68 214.73 1503.13 3 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50X50Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length Including Cutting Brick Work And Fixing In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) And Making Good The Wall Etc. Complete. A) 110Mm 12.43.2 20.00 Nos. 278.47 267.33 5346.54 4 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. 110 Mm Diameter 12.41.2 Rm. 283.04 271.72 5 Providing And Fixing To The Inlet Mouth Of Rain Water Pipe Cast Iron Grating 15 Cm Diameter And Weighing Not Less Than 440 Grams. Dsr-12.44 8.00 Nos. 41.02 39.38 315.06 6 Providing And Fixing In Floor And Wall Face Ringfit Upvc Astral Ultradrain Conventional System For Soil And Waste Water Pipes Conforming To (Hsn Code: 3917) Type B Including Jointing With Seal Ring. (I) Double Socketed Pipes. A) 110Mm Dia P.V.C. Pipe Nsr 20.00 Rm. 485.00 465.60 9312.00 B) 90Mm Dia P.V.C. Pipe Nsr 25.00 Rm. 390.00 374.40 9360.00 6 Providing & Fixing Upvc Floor Trap Of Self Cleansing Design With Cp Jali Complete In All Respects. (Make : Supreme / Finolex / Prince) P-Trap Type Floor Trap 110 X 90 Mm Nsr 12.00 No. 195.00 187.20 2246.40 7 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/Accessories For Unplasticised Rigid Pvc Pipes Including Jointing With Seal Ring Leaving 10 Mm Gap For Thermal Expansion.. (Make : Supreme / Finolex / Prince) Door Tee 110X110X110 Mm Nsr 2.00 No. 280.00 268.80 537.60 110X110X90 Mm Nsr 2.00 No. 200.00 192.00 384.00 Bend 110 Mm Nsr 2.00 No. 170.00 163.20 326.40 Soil Waste & Vent Pipes And Fittings - Ii 90 Mm Nsr 2.00 No. 160.00 153.60 307.20 1 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 Engineer In Charge.Lls Etc. (Internal Work) I) Exposed On Wall A) 32Mm Nominal Dia Pipe 18.9.4 30.00 Rm. 328.94 315.78 9473.44 3 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 1.00M 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. (Internal Work) I) Exposed On Wall A) 25Mm Dia Nominal Outer Dia Pipes 18.7.3 20.00 Rm. 301.15 289.11 5782.13 4 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 1.00M 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 Testiang Of Joints Complete As Per Direction Of Engineer In Charge. Concealed Work Including Cutting Chases And Making Good The Walls Etc. A) 15Mm Dia Nominal Outer Dia Pipes 18.8.1 70.00 Rm. 373.34 358.40 25088.28 B) 20Mm Dia Nominal Outer Dia Pipes 18.8.2 20.00 Rm. 403.19 387.06 7741.18 C) 25Mm Dia Nominal Outer Dia Pipes 18.8.3 Rm. 470.42 451.60 5 Providing & Fixing G.I. Pipes Complete With G.I. Fittings & Clamps Including Cutting & Making Good The Walls Etc. (Internal Work) I) Exposed On Wall A) 25Mm Dia Nominal Bore (Medium Duty) Dsr-18.10.3 20.00 Rm. 413.76 397.21 7944.21 Ii) Concealed Pipe Including Painting With Anticorrosive Bitumatic Paint, Cutting Chases And Making Good The Wall. A) 15Mm Dia Nominal Bore Dsr-18.11.1 15.00 Rm. 435.32 417.91 6268.65 2 Painting G.I. Pipes And Fittings With Synthetic Enamel White Paint Over A Ready Mixed Priming Coat, Both Of Approved Quality For New Work. A) 15Mm Dia Nominal Bore. Dsr-18.38.1 15.00 Rm. 14.55 13.97 209.51 B) 25Mm Dia Nominal Bore. Dsr-18.38.3 10.00 Rm. 22.69 21.78 217.79 2 Providing And Fixing 45 Cm Long Unplasticised Pvc Connection Pipe With Brass Unions. A) 15Mm Nominal Bore Dsr18.21.2.1 4.00 Nos. 73.31 70.38 281.51 5 Providing & Fixing Cp Brass Bib Cock Of Approved Quality Conforming To Is 8931 A) 15Mm Nominal Bore 18.49.1 7.00 Nos. 380.09 364.88 2554.19 6 Providing & Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 690 Gms. A) 15Mm Nominal Bore 18.51.1 7.00 Nos. 599.19 575.22 4026.57 7 Providing & Fixing C.P. Brass Angle Valve For Basin Mixer And Gyser Points Of Approved Quality Conforming To Is 8931 A) 15Mm Nominal Bore 18.53.1 14.00 Nos. 430.71 413.48 5788.75 8 Providing And Fixing Gun Metal Gate Valve With Wheel Of Approved Quality. A) 25Mm Dia Nominal Bore 18.17.1 2.00 Each 466.78 448.11 896.23 B) 32Mm Dia Nominal Bore 18.17.2 1.00 Each 517.18 496.50 496.50 C) 50Mm Dia Nominal Bore 18.17.4 Each 769.96 739.16 Water Supply Pipes And Fittings - Iii 9 Providing And Fixing Ball Valve (Brass) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete 20Mm Dia Nominal Bore 18.18.2 1.00 Each 346.86 332.99 332.99 A) 25 Mm Nominal Bore 18.18.3 2.00 Nos. 348.03 334.10 668.21 10 Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Of Approved Brand And Manufacture 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. 18.48 A) Circular Tank 18.48 2500.00 Ltrs 8.25 7.92 19799.33 11 Providing And Fixing Stone Slab Table Rubbed, Edges Rounded And Polished Of Size 75X50Cm Deep And 1.8Cm Thick Fixed In Urinal Partitions By Cutting A Chase Of Appropriate Width With Chase Cutter And Embedding The Stone In The Chase With Epoxy Grout Or With Cement Concrete 1:2:4 (1Cement: 2Coarse Sand: 4Graded Stone Aggregate 6Mm Nominal Size) As Per Direction Of Engineerin-Charge And Finished Smooth. 8.10 Granite Stone Of Approved Shade Dsr-8.10.2 1.08 Sqm. 3038.79 2917.23 3150.61 1 Providing & Fixing Soil, Waste And Vent Pipes. A) 100Mm Dia Centrifugally Cast Iron S & S Pipe. Dsr17.35.1.2 6.00 Rm. 885.53 850.11 5100.67 2 Providing Lead Caulked Joints To Sand Cast Iron/Centrifugally Cast (Spun) Iron Pipes & Fitting Of Diameters. A) 100Mm Dsr-17.58.1 2.00 Each 466.86 448.18 896.37 3 Providing & Fixing M.S. Holder Bat Clamps Of Approved Design To Sand Cast Iron/Centrifugally Cast (Spun) Iron S & S Pipe Embeded In & Including Cement Concrete Blocks 10X10X10Cm. Of 1:2:4 Mix (1 Cement : 2 Coarse : 4 Graded Stone Aggregate 20Mm Nominal Size). Including Cost Of Cutting Holes & Making Good The Walls Etc. A) For 100Mm Dia Pipe. Dsr-17.37.1 2.00 Each 272.13 261.24 522.49 4 Providing & Fixing Cast Iron Trap Of Self Cleansing Design With Or Without Ventarm Complete, Including Cost Of Cutting & Making Good The Walls & Floors. A) 100Mm Inlet & 75Mm Outlet. Dsr17.60.2.1 1.00 No. 1481.31 1422.06 1422.06 5 Providing & Fixing Cast Iron Coller. A) 100Mm Dia. Dsr17.57.1.2 2.00 No. 384.85 369.46 738.91 6 Providing And Fixing Plain Cast Iron S & S Sanitary Bend. A) 100Mm Dsr17.39.1.2 2.00 Nos. 427.52 410.42 820.84 1 Providing And Fixing In Floor And Wall Face Ringfit Upvc Astral Ultradrain Conventional System For Soil And Waste Water Pipes Conforming To (Hsn Code: 3917) Type B Including Jointing With Seal Ring. (I) Double Socketed Pipes. A) 110Mm Dia P.V.C. Pipe Mr 7.50 M 485.00 465.60 3492.00 2 Providing And Fixing Square Mouth S.W. Gully Trap Grade A Complete With C.I. Grating Brick Masonry Chamber With F.P.S. Bricks Of Class Designation 75 And Water Tight C.I. Cover With Frame Of 300 X 300Mm. Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design. A) 150 X 100 Mm. Size P Type With Sewer Bricks Conforming To Is : 4885 Dsr-19.4.2.1 1.00 Nos 2050.58 1968.56 1968.56 Soil Waste & Vent Pipes And Fittings - Ii Schedule Of Quantities For Internal Sewerage System - Iv 3 Constructing Brick Masonry Manhole In Cement Mortar 1:4 (1 Cement :4 Coarse Sand) Rcc Top Slab With 1:2:4 Mix (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1:4:8 Mix (1 Cement :4 Coarse Sand :8 Graded Stone Aggregate 40Mm Nominal Size) Inside Plastering 12Mm Thick With Cement Mortar 1:3 (1 Cement :3 Coarse Sand) Finished With Floating Coat Fo Neat Cement And Making Channels In Cement Concrete 1:2:4 (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20Mm Nminal Size) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design 19.7 Inside Size 90X80Cms And 45Cms Deep Including Ci Cover With Frame (Light Duty) 455X610Mm Internal Diamensions Total Weight Of Cover And Frame To Be Not Less Than 38 Kg (Weight Of Cover 23 Kg And Weight Of Frame 15Kg). 19.7.1 With Fps Bricks Of Class Designation 150 Dsr-19.7.1.1 1.00 Each 9577.59 9194.49 9194.49 External Sewerage Works 1 Excavating Trenches In All Kind Of Soil Of Required Width For Pipes. Including Excavation For Sockets And Dressing Of Sides, Ramming Of Bottoms, Including Getting Out The Excavated Soil & Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering, Etc & Disposing Of Surplus Excavated Soil As Directed Within A Lead Of 50M. Up To 1.50 M Depth Pipes 80 Mm To 300 Mm Diameter 2.10.1.2 20.00 Rm 264.10 253.54 5070.79 2 Providing And Fixing In Floor And Wall Face Ringfit Upvc Astral Ultradrain Conventional System For Soil And Waste Water Pipes Conforming To (Hsn Code: 3917) Type B Including Jointing With Seal Ring. (I) Double Socketed Pipes. 160Mm Dia Under Floor (For External Sewer) Nsr 20.00 Metre 1190.00 1142.40 22848.00 3 Constructing Brick Masonry Manhole With F.P.S. Bricks In Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) Rcc Top Slab With 1 : 2 : 4 Mix (1 Cement : 2 Coarse Sand : 4 Grade Stone Aggregate 20Mm Nominal Size); Foundation Concrete 1:4:8 Mix (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size) Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1Cement 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 (1Cement : 2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size) Finishd With A Floating Coat Of Neat Cement Complete As Per Standard Design Inside Size 90 X 80 Cm & 45 Cm Deep Including Ci Cover With Frame (Light Duty) 455 X 610 Mm Internal Dimension Total Wt. Of Cover & Frame To Be Not Less Than 38 Kg (Wt. Of Cover 23 Kg And Wt. Of Frame 15 Kg) 19.7.1.1 3.00 Nos 9577.59 9194.49 27583.46 4 Extra For Depth For Manhole With F.P.S. Bricks Size 90 X 80 Cm 19.8.1.1 0.30 Rm 6618.83 6354.07 1906.22 5 Providing M.S. Foot Rests Including Fixing In Manholes With 20*20*10 Cm Cement Concrete Blocks 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) As Per Standard Design : With 20 X 20 Mm Square Bar 19.15.1 3.00 Nos 408.51 392.17 1176.51 6 Providing And Fixing Square Mouth S.W. Gully Trap Grade `A Complete With C.I. Grating Brick Masonry Chamber With F.P.S Bricks And Water Tight Ci Cover With Frame Of 300 X 300 Mm Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design 180 X 150 Mm. Size P Type 19.4.3.1 2.00 Nos 2101.54 2017.48 4034.96 7 Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design. With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 19.32.1 1.00 Nos 20145.75 19339.92 19339.92 8 Providing M.S. Foot Rests Including Fixing In Manholes With 20X20X10 Cm Cement Concrete Blocks 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) As Per Standard Design With 20X20 Mm Square Bar Dsr-19.15.1 8.00 Nos. 408.51 392.17 3137.37 9 Providing And Fixing S.C.I. Tee 150 Mm At The Inlet And Outlet Of Septic Tank. Dsr-7087 2.00 Nos. 621.00 596.16 1192.32 10 Providing And Fixing Soil, Waste And Vent Pipes:75 Mm Diameter Sand Cast Iron S&S Pipe As Per Is: 1729 Dsr17.35.2.1 3.00 Rmt. 783.54 752.19 2256.58 11 Providing & Fixing Of 75Mm Dia Sand Cast Iron S&S As Per Is - 1729 Terminal Guard. Dsr17.56.2.1 2.00 Nos. 255.52 245.30 490.59 12 Providing & Fixing 75Mm Plane Sand Cast Iron S&S Bend Of Required Drgtee. Dsr17.39.2.1 2.00 Nos. 282.18 270.89 541.78 13 Providing Lead Caulked Joints To Sand Cast Iron/ Cetrifugally Cast (Squn) Irons Pipes & Fitting Of 50 Mm Dia Dsr-17.58.2 2.00 Nos. 394.67 378.89 757.77 14 Providing And Fixing In Position Precast Rcc Manhole Cover And Frame Of Required Shape And Approved Quality.M.D. -10- Circular Shape 500Mm Internal Diameter Dsr19.19.2.2 2.00 Nos. 879.42 844.24 1688.49 1 Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required Dsr 1.10.3 51.00 Each 1115.37 1070.76 54608.68 2 Wiring For Twin Control Light Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, 2Way Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required Dsr 1.11 4.00 Each 1187.60 1140.10 4560.39 3 Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. Dsr 1.21.1 17.00 Metre 97.32 93.43 1588.26 4 Wiring For Circuit/ Submain Wiring Along With Earth Wire With The Following Sizes Of Frls/Hffr Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required.2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire Dsr 1.14.1 650.00 Metre 177.15 170.07 110542.86 5 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire Dsr 1.14.2 188.00 Metre 285.12 273.71 51457.72 6 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 4 Sq. Mm + 1 X 4 Sq. Mm Earth Wire Dsr 1.14.3 202.00 Metre 253.94 243.79 49244.67 7 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire Dsr 1.14.4 105.00 Metre 333.78 320.42 33644.59 8 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 6 Pin 5/6 & 15/16 A Modular Socket Outlet And 15/16 A Modular Switch, Connections Etc. As Required Dsr 1.32 22.00 Each 445.54 427.72 9409.83 9 Supplying And Fixing Brass Batten/ Angle Holder Including Connection Etc. As Required Dsr 1.34 15.00 Each 99.60 95.62 1434.25 Electrical Works 10 Installation ,Testing, Commissioning Of Wall Bracket /Ceiling Fittings Of All Sizes And Shapes Containing Upto Two Ls/Cfl/Led Lamps Per Fitting, Complete With All Accessories Including Connections Etc. As Required. Dsr 1.35 1.00 Each 90.48 86.86 86.86 11 Supplying, Installation, Testing & Commissioning Of Led Recessed/ Surface Down Lighter (Round/ Square/ Rectangular) Smd Type Of Following Body Material With Pmma And Prismatic Diffuser And Construction As Per Is : 10322 With Driver As Per The Requirement With Driver Efficiency >85%, Operating Voltage Ac 140-270 Volt, Frequency 50/60 Hz, Operating Temp Range -50C To 400C, Internal Surge Protection Of 2.5 Kv With Short & Open Circuit Protection ,Thd < 10% , P. F.≥0.95, Ip20, Cri >80, Ugr (Unified Glare Rating) < 19, Flicker Free (Flicker Should Be Below 5%), Life Time (Led, Driver & Electrical Circuitry), Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends, Cct 3000°K /4000°K / 5700°K / 6500°K (As Per Ansi Bin), Sdcm (Standard Deviation Colour Matching) <3, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Confirming To Relevant Bis Standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen Printing On Housing Complete In All Respect I/C External Connections With 1.5 Sq.Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy ≥105 And <120 Lm/Watt Output . Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted. Shape Size And Cct Shall Be As Approved By Engineer-In-Charge As Per Requirement. (Thermal Management: Heat Sink Of Aluminium Housing Such That Led Junction Temperature Shall Not Rise Above 90°C) Powder Coated Die Cast /Extruded Aluminium Body Including Trim 18 Watt Mr 19.00 Each 700.00 672.00 12768.00 12 Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. With Charcoal/ Coke And Salt As Required Dsr-5.4 3.00 Each 5681.03 5453.79 16361.37 13 Supplying And Laying 25 Mm X 5 Mm G.I Strip At 0.50 Metre Below Ground As Strip Earth Electrode, Including Connection/ Terminating With G.I. Nut, Bolt, Spring, Washer Etc. As Required. (Jointing Shall Be Done By Overlapping And With 2 Sets Of G.I. Nut Bolt & Spring Washer Spaced At 50Mm) Dsr 5.9 55.00 Metre 109.48 105.11 5780.78 14 Supplying And Fixing 5 A To 32 A Rating, 240/415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. A) Single Pole Dsr-2.10.1 9.00 Each 194.64 186.85 1681.68 15 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator) A) 6 Way (4 + 12), Double Door Dsr-2.3.1 2.00 Each 1677.24 1610.15 3220.30 16 Supplying And Fixing Following Way, Horizontal Type Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 V, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator) A) 4 Way (4 + 12), Double Door Dsr-2.4.1 1.00 Each 3110.42 2986.01 2986.01 17 Supplying And Fixing 5 A To 32 A Rating, 240/415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. Dsr-2.10.3 2.00 Each 498.76 478.81 957.62 16 Installation, Testing And Commissioning Of Ceiling Fan, Including Wiring The Down Rods Of Standard Length (Upto 30 Cm) With 1.5 Sq. Mm Frls Pvc Insulated, Copper Conductor, Single Core Cable, Including Providing And Fixing Phenolic Laminated Sheet Cover On The Fan Box Etc. As Required Dsr 1.45 10.00 Each 257.74 247.43 2474.35 17 Supplying And Fixing Two Module Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required. Dsr 1.25 10.00 Each 280.55 269.33 2693.32 18 Installation Of Exhaust Fan In The Existing Opening, Including Making Good The Damage, Connection, Testing, Commissioning Etc. As Required. Upto 450 Mm Sweep Dsr-1.50.1 7.00 Each 342.14 328.45 2299.17 19 Extra For Fixing The Louvers/ Shutters Complete With Frame For A Exhaust Fan Of All Sizes Dsr-1.51 7.00 Each 157.38 151.09 1057.62 20 Supply, Installation, Testing And Commissioning Of Ceiling Fan With Brush Less Direct Current (Bldc) Motor, Class Of Insulation: B, 3 Nos. Metal( Aluminium Alloy) Blades, 30 Cm Long Down Rod, 2 Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Steel/Al Body Power Factor Not Less Than 0.9, Service Value (Cm/M/W) Minimum As Below, 350 Rpm (Tolerance As Per Is : 374-2019), Thd (Total Harmonic Distortion) Less Than 10%, Suitable For Operation With Regulator For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 0C (Max.), Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Ceiling Fan Compliant To Is 374:2019 Fan I/C External Connections With 1.5 Sq.Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required. 9.2.3 10.00 Each 2075.64 1992.62 19926.18 21 Supplying And Laying Of Aluminium Conductor Pvc Insulated Armoured Served Sheathed Cable 1100 Volts Grade At The Depth Of 750 Mm Bellow Ground Level Over A Cushion Of 75 Mm Thick Sand All Around And Protected With Burnt Bricks On Side And On Top .On Surface The Cable Run Shall Be Fixed On Ms Clamps Etc.Of Suitable Size Or As Directed By The Engineer-Incharge ,Complete In All Respect.The Armouring Of The Cable Shall Be Properly Connected With The Earth Conductor By Clamps Etc. Following Size 10 Sqmm X 2 Core Mr 164.00 Rm 410.34 393.93 64603.77 22 Supply & Fixing Of 225/230Mm Sweep Ventilating (Light Duty) Exhaust Fan Complete With Metallic Blade (Steel Bird Guard Protector /Copper Motor For High Air Suction Performance /Capacitor Etc.), Noise Level : (45 - 50) Db, Power Consumption : 45 W, Rated Voltage : 230 V, Rated Frequency : 50 Hz, Motor Type : Normal Speed. Complete In All Respect. Mr 7.00 Each 1665.00 1598.40 11188.80 23 Cost For Murals Work 32.40 Sqm 5850.00 5616.00 181958.40 24 Cost For Solar Street Light With 7M Pole Complete 15.00 Nos 22600.00 21696.00 325440.00 25 Cost For C.C. Bench 12.00 Nos 10000.00 9600.00 115200.00 26 Cost For Dustbin 6.00 Nos 4500.00 4320.00 25920.00 1. Trenching In Ordinary Soil Up To A Depth Of 60 Cm Including Removal And Stacking Of Serviceable Materials And Then Disposing Of Surplus Soil, By Spreading And Neatly Levelling Within A Lead Of 50 M And Making Up The Trenched Area To Proper Levels By Filling With Earth Or Earth Mixed With Sludge Or / And Manure Before And After Flooding Trench With Water (Excluding Cost Of Imported Earth, Sludge Or Manure).. (Horti) 2.1 159.24 Cum 74.51 71.53 11389.98 2 Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 5 Km Lead Complete (Earth Measured In Stacks Will Be Reduced By 20% For Payment). (Horti) 2.2 79.62 Cum 491.88 472.21 37597.13 Horticulture 3 Supplying And Stacking At Site Dump Manure From Approved Source, Including Carriage Upto 5 Km Lead Complete (Manure Measured In Stacks Will Be Reduced By 8% For Payment) : Screened Through Sieve Of I.S. Designation 20 Mm (Horti) 2.4.1 106.16 Cum 242.46 232.76 24709.88 4 Spreading Of Sludge, Dump Manure And / Or Good Earth In Required Thickness As Per Direction Of Officer-In-Charge (Cost Of Sludge, Dump Manure And / Or Good Earth To Be Paid Separately). (Horti) 2.8 159.24 Cum 49.94 47.94 7634.64 5 Mixing Earth And Sludge Or Manure In The Required Proportion Specified Or Directed By The Officer-In-Charge (Horti) 2.9 159.24 Cum 34.87 33.47 5330.39 6 Grassing With Selection No.1 Grass Including Watering And Maintenance Of The Lawn For 30 Days Or More Till The Grass Forms A Thick Lawn, Free From Weeds And Fit For Mowing Including Supplying Good Earth, If Needed (The Good Earth Shall Be Paid For Separately). In Rows 5 Cm Apart In Both Directions. (Horti) 2.10.1 530.80 Sqm 16.89 16.21 8604.46 7 Providing And Displaying Of Aglaonema Silver Queen Having 30 Cm To 45 Cm. Ht. With 12 To 15 Leaves, Multi Suckers, Fresh And Healthy Leaves, Well Developed In 25 Cm Dia Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.8 60.00 Each 154.50 148.32 8899.22 (Horti) Dsr 3.8 8 Providing And Displaying Of Aglaonema Dove Variety Having Ht. 30 Cm To 45 Cm With 8 To 10 Leaves, Well Developed, Fresh And Healthy In 25 Cm Size Of Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.4 75.00 Each 77.42 74.32 5574.03 (Horti) Dsr 3.4 9 Providing And Displaying Of Aglaonema Marentifolium Variety Having Ht. 23 Cm To 30 Cm With 8 To 10 Leaves, Well Developed, Fresh And Healthy With Colorful Leaves In 20 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.10 50.00 Each 64.54 61.96 3097.83 (Horti) Dsr 3.10 10 Providing And Displaying Of Chamaedorea Elegans Palm Having Ht. 60 Cm To 75 Cm, Well Developed With Fresh And Healthy Leaves In 25 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.26 50.00 Each 102.70 98.59 4929.51 (Horti) Dsr 3.26 11 Providing And Displaying Of Croton Baby Golden Variety Having Ht.30 Cm And Above, Well Developed With Full Of Fresh And Healthy Leaves In 20 Cm Size Of Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.28 150.00 Each 39.11 37.55 5632.42 (Horti) Dsr 3.28 12 Providing And Displaying Of Croton Golden (Broad Leaves) Having Ht. 60 Cm To 75 Cm With 3 To 4 Branches, Well Developed, Fresh And Healthy Leaves In 25 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.32 150.00 Each 53.81 51.65 7748.01 (Horti) Dsr 3.32 13 Providing And Displaying Of Dieffenbachia Tropic-Snow Having Ht. 60 Cm & Above With 8 - 10 Leaves, Well Developed, Fresh & Healthy In 25 Cm Size Of Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.40 50.00 Each 75.32 72.31 3615.28 (Horti) Dsr 3.40 14 Providing And Displaying Of Dieffenbachia Mosaic Having Ht. 30Cm To 45 Cm With 10-12 Leaves, Well Developed, Fresh And Healthy In 25 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.41 50.00 Each 75.32 72.31 3615.28 (Horti) Dsr 3.41 15 Providing And Displaying Dianthus In Different Colour Well Developed With Fresh & Healthy Foliage 30 Cm Ht., In Full Bloom With Stacking In 25 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.29 50.00 Each 51.79 49.72 2486.05 (Horti) Dsr 4.29 16 Providing And Displaying Gazania Hybrid In Different Colour Well Developed With Fresh & Healthy Foliage With Full Bloom In 25 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-Incharge. (Horti) 4.31 150.00 Each 61.63 59.16 8874.49 (Horti) Dsr 4.31 17 Providing And Displaying Gaillardia Double Hybrid Variety Well Developed 30 To 45 Cm Ht 20 To 30 Fresh & Healthy Flower With Green Painted Bamboo Stick In 25 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.75 120.00 Each 51.85 49.78 5973.11 (Horti) Dsr 4.75 18 Providing And Stacking Of Plant Mogra Of Height 25 To 30 Cm., 2 To 3 Branch In Earthen Pots Of Size 20 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.88 100.00 Each 44.03 42.27 4226.60 (Horti) Dsr 4.88 19 Providing And Stacking Of Plant Canna Dwarf Of Height 25 To 30 Cm., 2 To 3 Suckers In Earthen Pots Of Size 20 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.89 100.00 Each 34.25 32.88 3287.87 (Horti) Dsr 4.89 20 Bush Rose In Different Colour 2 To 3 Healthy Branch 30 Cm And Above Ht. Well Developed With 8 Or More Flowers / Flower Buds In 20 Cm Earthen Pot /Plastic Pot As Per Direction Of The Officer-Incharge. (Horti) 4.90 100.00 Each 24.47 23.49 2349.13 (Horti) Dsr 4.90 21 Providing And Displaying Budded Rose (H.T. Variety) 3 To 4 Healthy Branch 30 Cm And Above Ht. Well Developed With One And Above Flower Plant In 20 Cm Earthen Pot, As Per Direction Of The Officer-In-Charge. (Horti) 4.91 100.00 Each 31.29 30.04 3003.96 (Horti) Dsr 4.91 22 Providing And Displaying Standard Rose (H.T. Variety) 3 To 4 Healthy Branch 90 Cm And Above Ht. Well Developed With One And Above Flowers In 25 Cm Earthen Pot, As Per Direction Of The Officer-In-Charge. (Horti) 4.93 75.00 Each 143.77 138.02 10351.28 (Horti) Dsr 4.93 23 Providing And Stacking Of Plumeria Rubra Of Height 120-150 Cm. With 3-4 Branches And Thick Stem In Big Size Hdpe Bags As Per Direction Of The Officer-In-Charge. (Horti) 7.72 75.00 Each 381.60 366.34 27475.20 (Horti) Dsr 7.72 24 Providing And Stacking Of Polyalthia Longifolia (Ashok) Of Height 180-195 Cm. In Gunny Bag Of Size 30 Cm As Per Direction Of The Officer-Incharge. (Horti) 7.75 75.00 Each 95.40 91.58 6868.80 (Horti) Dsr 7.75 25 Providing And Stacking Of Saraca Indica (Sita Ashok) Of Height 105-120 Cm. In Big Poly Bags Of Size 25 Cm As Per Direction Of The Officer-In-Charge. (Horti) 7.80 75.00 Each 76.32 73.27 5495.04 (Horti) Dsr 7.80 26 Providing And Stacking Of Terminalia Arjuna Of Height 150-165 Cm. In Big Polybags Of Size 25 Cm As Per Direction Of The Officerin-Charge. (Horti) 7.88 75.00 Each 57.24 54.95 4121.28 (Horti) Dsr 7.88 27 Providing And Stacking Of Calliandra, Emarginata Of Height 45-60 Cm. In Earthen Pot Of Size 20 Cm As Per Direction Of The Officer-Incharge. (Horti) 8.5 150.00 Each 33.39 32.05 4808.16 (Horti) Dsr 8.5 28 Providing And Stacking Of Nerium Oleander (Kaner) Of Height 60- 75 Cm. With 5-6 Branches In Poly Bags Of Size 25 Cm As Per Direction Of The Officer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
Tamil Nadu View Result →
18.
Petroleum and Natural Gas #11309325 AOC
Bids Are invited for Custom Bid For Services - 295000 - Bld Soil Inv. Setup Mob N Demob , Boring . . Beyond 20 M , Soil Tests Std. Penetration , Soil Tests Vane Shear , Soil Tests Permeability Bore Hole , Soil Tests Percolation , Soil Tests Electrical Resistivity , Soil Tests Atterberg Limits , Soil Tests Natural Water Content , Soil Tests Dry And Bulk Density , Soil Tests Specific Gr. N Void Ratio , Soil Tests Grainsize Anlsys- Sieve , Soil Tests Grainsize Anlsys-Hydrometer , Soil Tests Triaxial - Drained , Soil Tests Triaxial - Undrained , Soil Tests Consolidation , Soil Tests Chemical-Soil S Le , Soil Tests Chemical-Water S Le , Soil Tests Cbr -Soaked , Soil Tests Cbr -Unsoaked , Soil Tests Proctor Density , Soil Tests Permeability , Crushing Strength , Ser . Report Submit Test , Pmt . Design Engg / Bom / Cost Estimate , . . . Int Loadtest <50T
Contract Date: Ref. Documents Contract Value : ₹ 2.83 Lakh
Boards / Undertakings / PSU No of Bidders 2
Uttar Pradesh View Result →
19.
Heavy Industries and Public Enterprises #11297469 AOC
Bids Are invited for Hydrochloric Acid 35 percent AR Grade pack size 5 ltr. , Nitric acid AR GRADE 69 percent pure pack size 2.5 ltr , STARCH SOLUBLE EXTRA PURE GRADE PACK SIZE 500 GRAM , FILTER PAPER CIRCLES QUALITATIVE GRADE 101 IN PKT OF IOO CIRCLES DIA 12.5CM , PLASTIC CYLINDER GRADUATED SINGLE METRIC SCALE WITH POUR OUT WITH HEXAGONAL BASE CAP. 1000ML , Perchloric Acid AR grade min.70percent Assay Packing-2.5 Ltr. in Glass Bottle WITH COA , LEAD MONOXIDE LR SQ LITHARGE , BEAKER GRIFFIN LOW FROM WITH SPOUT 600ML , SIEVE TEST BRASS WITH FRAME 8 inch DIA. MESH 200 , SIEVE TEST BRASS WITH FRAME 8 DIA. MESH 100 , FLASK VOLUMETRIC WITH INTERCHANGABLE STOPPER 250ML CLASS A , INDICATOR UNIVERSAL SOLUTION PH 2.00 TO14 , FLASK VOLUMETRIC 1000ML CLASS A , PIPETTE GRADUATED Mohr Class A capacity 5 ml , FLASK VOLUMETRIC WITH INTERCHANGABLE STOPER 100ML CLASS A , PIPETTE GRADUATED Mohr Class A capacity 10 ml , BURETTE CAP 50 ML STRAIGHT BORE STOP COCK A CLASS. , BURETTE CAP 25 ML STRAIGHT BORE STOP COCK A CLASS. , PLASTIC FUNNEL LONG STEM 60 DEG. DIA 75 MM , BURETTE CLAMP PP DOUBLE , DROPPING BOTTLE LDPE CAP 125 ML , SODIUM THIOSULPHATE AR GRADE WITH COA , Dry Acetylene REGULATOR double stage SS , Silica sand for Fire Assay in Gold and Silver Analysis size less than 0.5mm purity more than 95.0 percent with certificate Total Quantity : 367
Contract Date: Ref. Documents Contract Value : ₹ 1.34 Lakh
Boards / Undertakings / PSU No of Bidders 12
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20.
Public Administrative Department #11279387 AOC
Bids Are invited for Laboratory Consumable Items On Package Basis - S Le Bag , S Le Plastic Bag :- 1Kg Capacity, Size (32*23 Cm)100Gm Capacity, Size (15*12.5 Cm)(Zipper)200 Gm Capacity, Size (21*15 Cm)500 Gm Capacity, Size (26*20Cm) , Polyester Bag , Thread For S Le Packing , Candle And Sealing Wax , Plastic Bottle For S Le Packing , S Le Drying Tray , Plastic Waste Pan , Brass Weighing Dish For Laboratory Balance , Grease , Lubricant Oil , Sieve +212 , 12.5 Mm Test Sieve (Coarse Size) For Laboratory Use , 3.35 Mm Test Sieve For Laboratory Use , Barium Hydroxide (Laboratory Grade) Ba(Oh)₂ , Sodium Carbonate (Laboratory Grade) , Sodium Hydroxide (Caustic Soda, Laboratory Grade) , Hydrochloric Acid (Hcl), Laboratory Grade , Phenolphthalein Indicator (Laboratory Grade) , Methyl Orange Indicator (Laboratory Grade) , Demineralized Water (Dm Water) – Laboratory Grade , Barium Chloride (Laboratory Grade) , Tissue Paper , Hand Wash , Bristol Brush For Cleaning , Cotton Cloth For Laboratory Cleaning , Filter Paper Whatman No. 40 (Ashless) , Laboratory Wash Bottle (Plastic) , O-Ring Pos-23 , O-Ring Pos-21 , O-Ring Pos-22 , O-Ring Pos-10 , Bomb Seling Ring (C6010) , O-Ring Pos-11 , Ika-Fuse , Bomb Spring , Ika Ignition Wire , Ika Cotton Thread , Ika Water Protector , Oxygen Pipe , Piston Assembly , Ika Pump , Polyester Gloves For S Le Preparation , Cotton Hand Gloves For Laboratory Use , Safety Goggles For Laboratory Use , Foam Ear Plugs , Pollution Mask (Multi-Layer, N95 Type) Total Quantity : 1
Contract Date: Ref. Documents Contract Value : ₹ 3.94 Lakh
Government Departments No of Bidders 4
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22.
Public Administrative Department #11276744 Technical Bid
Tender for Labour Engaged For Desilting,Readjustment Of Manholes Covers, Diverting The Direction Of Water Dewatering During The Execution Of Work And Disposal Away From Site. , Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Meters Lead For Thickness Of Tiles Above 25 Mm And Upto 40 Mm. , Dismantling Dressed Stone Work Ashlar Face Stone Work, Marble Work Or Precast Concrete Work Manually/By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge , Dismantling Roofing Including Ridges, Hips Valleys And Gutters Etc., And Stacking The Material Within 50 Meters Lead. , Dismantling Of Flexible Pavement (Bituminous Courses) By Mechanical Means And Disposal Of Dismantled Material Upto A Lead Of 1 Kilometer, As Per Direction Of Engineer-In-Charge. , Dismantling Manually/ Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge: Bituminous Road. , Demolishing Cement Concrete Manually/By Mechanical Means Including Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-Incharge:1:4:8 Or Leaner Mix (I/C Equivalent Design Mix) , Demolishing Lime Concrete Manually/By Mechanical Means And Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Demolishing Brick Work Manually/By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge:In Cement Mortar , Demolishing Cement Concrete Manually/By Mechanical Means Including Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-Incharge: 15.2.1 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , Demolishing Reinforced Cement Concrete Work Manually/By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Demolishing R.B Work Manually/By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Earth Work 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, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed: All Kinds Of Soil : , Earth Work In Bulk Excavation By Mechanical Means (Hydraulic Excavator) Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. All Kinds Of Soil : , Earth Work In Surface Excavation Not Exceeding 30 Cm In Depth But Exceeding 1.5 M In Width As Well As10 Sqm On Plan Including Disposal Of Excavated Earth, Leadupto50meterand Lift Upto 1.5M, As Directed By Engineer-In-Charge.All Kinds Of Soil : , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) 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, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres:All Kinds Of Soil : , Removal Of Excavated Mulba Dismantled Or Unserviceable Material From The Site Of Work By Mechanical Transport Or Animal Transport Or Otherwise Including Loading/Unloading(Complete Job) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 4.4.8 1:5:10 (1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Including Curing But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. All Works Upto Plinth Level 1:1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying Cement Concrete In Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts,Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchors Blocks, Plain Window Sills, Fillets Etcupto Floor V Level, Including Curing But Excluding The Cost Of Centring, Shuttering And Finishing With.1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work In Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Upto Floor Five Level Including Curing But Excluding Cost Of Centering Shuttering, Finishing And Reinforcement. 1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying In Position Ready Mixed M-25 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For All Leads, Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement Including Cost Of Admixtures In Recommended Proportions As Per Is : 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer- In - Charge. 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 Upto Plinth Level , Providing And Laying In Position Ready Mixed M-25 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For All Leads, Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement Including Cost Of Admixtures In Recommended Proportions As Per Is : 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer- In - Charge. 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 , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For: Foundations, Footings, Bases For Columns , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters Buttresses, Plinth And String Course Fillets, Kerbs Andsteps Etc. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For:Columns, Pillars, Piers, Abutments, Posts And Struts. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For:Edges Of Slabs And Breaks In Floors And Walls , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Suspended Floors, Roofs, Landings, Balconies And Access Platforms. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Arches, Domes, Vaults Upto 6 M Span , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level With Cold Twisted Bar , 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.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works. , Structural Steel Work 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. Welded , Providing And Laying River Bed Material On The Road Surface By Way Of Spreading The Same In Uniform Layer Not Exceeding 20Cm In Depth, Watering And Compacting With Vibratory Power Road Roller Of 8-10 Tonne Capacity Incl Carriage Of Material From Source To Site Of Work (All Leads , Lifts Complete).The Measurement Is To Be Taken Of Compacted / Finished Work. , 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 Upto 50 M And Lift Upto 1.5 M. , Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Upto 50 M And Lift Upto 1.5 M In -All Kinds Of Soil. , Providing And Fixing 60Mm Interlocked Paver Tile Over A Layer Of Cement Mortar 1:4 Mix Incl Filling Of Joints With Cement Mortar 1:3 (Complete Job) , Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand Complete All As Per Direction Of Engineer-In-Charge. 80 Mm Thick cement concrete Paver Block Of M-30 Grade With Approved Color Design And Pattern. , 12Mm Cement Plaster Of Mix: 1 : 6 ( 1 Cement : 6 Fine Sand) , 12Mm Cement Plaster Of Mix: 1 : 4 ( 1 Cement : 4 Fine Sand) , Brick Work With Common Burnt Clay (Non-Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth Including Curing In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand) , Extra For Brick Work With Common Burnt Clay Bricks/Cement Concrete Bricks In Superstructure Above Plinth Level Upto Floor Five Level , Tile Brick Masonry With Common Burnt Clay Tile Bricks Of Class Designation 10 In Foundation And Plinth Including Curing Complete In: Lime Mortar 1:1:1 (1 Lime Putty : 1 Surkhi : 1 Fine Sand) , Providing And Laying Bituminous Macadam Using Crushed Stone Aggregates Of Specified Grading Premixed With Bituminous Binder, Transported To Site By Tippers, Laid Over A Previously Prepared Surface With Paver Finisher Equipped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers As Per Specifications To Achieve The Desired Compaction And Density, Complete As Per Specifications And Directions Of Engineer-In-Charge. 50 To 100 Mm Average Compacted Thickness With Bitumen Ofgrade Vg-30 @ 3.5% (Percentage By Weight Of Total Mix) Prepared In Drum Type Hot Mix Plant Of 60-90 Tph Capacity , Supplying,Stacking, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Bound Macadam (Wbm-Iii) With Graded Crushed Stone Aggregate Of Size 53Mm To 22.4 Mm In Uniform Thickness,Hand Picking , Rolling With Vibratory Roller 8-10 Tonne Capacity In Stages To Proper Grade And Camber,Applying And Brooming Requisite Type Screening / Binding Material To Fill Up Interstices Of Coarse Aggregate,Watering And Compacting To The Required Density.Complete Job , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade - Vg-30, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications. On Bitumen Surface @ 0.50 Kg/Sqm. , Hand-Packing Stones In Wire-Crates; Excluding Cost Of Crates And Stones , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade - Vg-30, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications.16.38.1 On W.B.M. @ 0.75 Kg/Sqm. , Providing And Laying Seal Coat Of Premixed Fine Aggregate (Passing 2.36 Mm And Retained On 180 Micron Sieve) With Bitumen Using 128 Kg Of Bitumen Of Grade Vg-30 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface Including Rolling And Finishing With Road All Complete , 2.5 Cm Premix Carpet Surfacing With 2.25Cum And 1.12 Cum Of Stone Chippings Of 13.2 Mm And 11.2Mm Size Respectively Per 100 Sqm And 52 Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippings Of 13.2 Mm And 11.2 Mm Size Respectively Including A Tack Coat With Hot Straight Run Bitumen Including Consolidation With Road Roller Of 6 To 9 Tonne Capacity Etc. Complete (Tack Coat To Be Paid For Separately). Vwith Paving Asphalt Grade Vg-30 With No Solvent , 10Cm 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 At 35Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 (1 Clay: 1 Cow Dung) And Covered With Specified 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 Finishing Neat. 12.25.1 With Common Burnt Clay (Non Modular) Brick Tiles Of Class Designation 10.0 , Providing And Fixing Precoated Galvanized Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) 0.50 Mm (+ 0.05 %) Total Coated Thickness With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns 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 Roofing Accessories0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 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 : 12.24.1 Ridges Plain (500 - 600Mm) 12.24.2 Flashings/ Aprons.(Upto 600 , Providing And Fixing 1Mm Thick M.S. Sheet Door With Frame Of 40X40x6mm Angle Iron And 3Mm M.S. Gusset Plates At The Junctions And Corners, All Necessary Fittings Complete, Including Applying A Priming Coat Of Approved Steel Primer. Using Flats 30X6mm For Diagonal Braces And Central Cross Piece. , Providing And Applying White Cement Based Putty Of Specified Thickness, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. 2 Mm Thick , Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade. Two Or More Coats On New Work , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade. Two Or More Coats On New Work , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade On New Work (Two Or More Coats Applied @ 1.67 Liter/10Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20Kg/10Sqm) , Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is:15622 Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1Cement :4 Coarse Sand) Including Grouting The Joints With White Cement And Matching Pigments Etc. Complete Size Of Tile 600X600 Mm , Chequerred Precast Cement Concrete Tiles 22Mm Thick In Footpath And Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Rubbing, Cleaning And Curing Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand) . Dark Shade Using Ordinary Cement. , Providing And Fixing 15 Mm Nominal Bore C.P. Brass Bib Cock Of Approved Quality Conforming To Is : 8931 , Providing And Fixing 15 Mm Nominal Bore C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. , Pvc Bend , Providing And Fixing Of Pvc Pipe With All Fitting Complete Job , Providing And Fixing Of Pvc Pipe With All Fitting Complete Job , Providing And Fixing On Wall Face Un-Plasticized 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 Diametre , Providing And Fixing Of Pvc Including All Fitting With Complete Job , Providing And Fixing Of Towal Ring With All Fitting With Complete Job , Providing And Inserting Upvc Pipe ( Working Pressure4kg/ Cm2) Single Sockted Pipe 110 Mm Dia , Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, Including Cutting And Making Good The Walls Etc.: Internal Work-Exposed On Wall 15 Mm Dia. Nominal Bore , Dumping Of Stone Including Cost Of Stone Filling, Including Supply Of Stone And Carriage Complete Job , Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Isi : 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank , Supply Of Wire Crates Of Approved Mesh Including Weaving Binding Sides And Partitionsand Binding Top After Filling Complete Job. , Extra For Every Additional Lift Of 1.5 M Or Part There Of Beyond 1.5 M Height For Hand-Packing Of Stones In Wire-Crates , Providing And Fixing Of Weep Hole With Pvc Pipe Of 100 Mm Dia Complete Job , Providing And Fixing Of Weep Hole With Pvc Pipe Of 110 Mm Dia Complete Job , Stone Work In Super Structure Upto Floor Five Level In Cement Mortar 1:6 ( 1 Cement :6 Coarse Sand) Including Pointing With Cement Mortar 1:2 ( 1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade And Curing Complete: White Sand Stone , Stone Work Plain Ashlar In Super Structure Upto Floor Five Level In Cement Mortar 1:3 ( 1 Cement :3 Coarse Sand) Including Centering, Shuttering And Pointing With Cement Mortar 1:2 ( 1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade And Curing Complete: Red Sand Stone B White Sand Stone , Plastering With Lime Surkhi Mortar Of 20Mm Thickness Including Preparation Of Mortar, Tamping, Curing, Prepared By Traditional Methods Including Mixing Of Gur, Tamarind Water, Dal Etc. As Per Tradition, The Work Is To Be Done With All Leads And Lifts, Surfaces To Be Plastered Shall Be Thoroughly Cleaned Of All Dust, Grease, Oil Etc. All Surfaces Should Be Kept Damp During The Progress Of Work. The Engineer-In-Charge Will Inspect And Approve All Preparatory Work. Curing To Be Done For 21 Days By Means Of Spraying , Roviding And Applying Lime Kara 1:2 (1 Lime: 2 Zikki Powder) Grinding Mortar With Grinding Mill/Manually On Lime Base, On All Flat Surface In Two Coats. First Coat Applying 3 To 4 M Thick And Curing Properly At Least 7 Days, Second Finishing Coat Done After 7 Days Of Previous Coat As Per Tradtional Practice (Thickness Not More Than 6Mm). , Providing Protective Coating Of Water Repellent Siloxane (Transparent In Color) Through Brush Or Spray Until Complete Impregnation Over Completely Cleaned And Dried Stone Or Plastered Surface To Reduce The Absorption Of Water , Taking Out Existing cement concrete Interlocking Paver Blocks From Footpath/ Central Verge, Including Removal Of Rubbish Etc., Disposal Of Unserviceable Material To The Dumping Ground, For Which Payment Shall Be Made Separately And Stacking Of Serviceable Material Within 50 Meter Lead As Per Direction Of Engineer-In-Charge. , Providing And Fixing Steel (White Powder Coated) Crescent Lock For Upvc Sliding Window/ Door With Necessary Screws Etc. Complete , Providing And Fixing Of Steel Banches , Providing And Fixing Glass Panes With Putty And Glazing Clips In Steel Door/ Windows/ Clerestory Window All Complete With 5.00Mm Thick Glass Panes Complete Job , Providing And Fixing Of Soap Dish , Providing And Fixing Inaugration Plate Including Writing Etc. Complete Job. , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Sand For An Avg Distance Of 5 Kms , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Stone Aggrigate For An Average Distance Of 7 Kms By Mt. , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Brick For An Avg Distance Of 5 Kms , Electrification Items : Supply, Installation, Testing & Commissioning Of 5 Mtr Height Decorative Pole Made Of Galavnised Mild Steel Pipe Duly Polyurethane (Pu) Paint Coated With 1 Mtr. Long Double Arm Designer Bracket Is Made Of Round Tube Conforming To Is 1161. The Pole(Od Of 114.3Mm And Thickness-3.6Mm) With Bracket Is Given Pre-Treatment And Finished With Pu Paint Giving It A Pleasing Appearance And Antique Finish. Pole Shall Be Available To Hot Dip Galvanize The Tube Before Painting. Foundation Bolt Size Shall Be 20X600x4nos. With Base Plate Size 300X300x12mm. A Door Is Provided With Electrical Accessories (Connector, Bakelite Sheet And 6 annual periodical maintenance Single Pole Mcb, Cable Looping Termional For 4X4/6Sqmm Copper Cable). Aluminium Casting In Golden Ring Form At Bottom, Middle, Top Of The Pole. The Pole Will Be Supplied With Brackets And Luminaire Combinations To Suit The Requirement. Branding Name Shall Be Embossed At The Bottom Near Junction/Mcb Box. Sticker Not Allowed In The Form Of Company Branding. Pole Shall Be Supplied With Outdoor Post Top Luminaire Of 45 Watt Ip67 Mounted In Suspension Type Having An Approximate Size Of 460Mm Outer Diameter And 635Mm Height, Housing - Aluminium With Designer Steel Aesthetic Crown, Optical Grade Opal Injection Moulded/Clear Polycarbonate Diffuser And Graphite Grey Uv Resistant Colour,Constant Current Electronic, Driver Provided With High Voltage ,Open & Short Circuit Protection And Ambient Temperature -10C To +40C. Supply 150V- 240V Power Factor 0.95 ,Thd ≤ 20% Internal Surge Protection Of 4Kv With Following Specification Of Light Engine For 45W : 4500Lumens, Cct 3000K ±500 Cct ,Cri 70 And Lumen Maintenance Of L70 At 50000 Hours Ip 65 Connectors,Accessories Etc Complete With All Repects. Design Of Pole Should Be Such That It Should Maintains Proper Illumination On Both Side.(Analysis Attached) , Led Flood Light, Powder Coated Pressure Die Cast Aluminium (System Lumen Efficacy ≥105 120 Lm/Watt). Supplying, Installation, Testing & Commissioning Of Flood Light, Powder Coated Pressure Die Cast Aluminium Body With Built In Or Separate Driver As Per The Requirement With Driver Efficiency 85%, Input Voltage: Input Voltage: 140-270 Volt Ac, Frequency 50/60 Hz, Operating Temp Range -5 0C To 50 0C, Internal Surge Protection Of 5 Kv L,N,E As Per Iec 61000-4-5, Driver Efficiency 85%,Thd 10% As Per Iec 61000-3-2, P. F.≥0.95, Ip-66,Ik-10, Cri 70, Under Voltage And Over Voltage Protection, Emi-Emc As Per Cispr -15, Lenses For Beam Angle 30 Deg-120Deg As Per The Application And The Project Requirement., Suitable Tilt Able Fitting, Life Time (Led, Driver & Electrical Circuitry) Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends As Per Lm80 Extrapolation Ies Tm-21-11 Report, Cct 3000°K / 4000°K / 5700°K /6500°K (As Per Ansi Bin) , Sdcm(Standard Deviation Color Matching) 5, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Ofrelevant Bis Standard Complete In All Respect I/C External Connections With 1.5 Sq Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy ≥105 120 Lm/Watt Output .Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted.. Shape Size And Cct Shall Be As Approved By Engineer-Incharge As Per Requirement. (Thermal Management: Heat Sink Of Aluminium Housing Such That Led Junction Temperature Shall Not Rise Above 90°C). 250 Watt , Led Linear Profile (Ac) Led Rgb/Rgbww/ Rgbnw/Rgba/Rgbw, Linear Profile / Wall Washer Luminaire For Façade Lighting With Aluminium Extruded/ Die Cast Housing With Inbuilt Driver Of Following Wattage. Wattage Per Meter 25W , Supply, Installation, Testing & Commissioning Of 1.1 Grade, 4Cx10 Sqmm Al. Armoured Xlpe Sheathed Cable Including Termination (Along With Lugs) , Providing And Fixing Of Gi Pipe 50 Mm Dia , Feeder Pillar 1 Phase 2 Wire, 415V, 1Nos Of 100 Amps Incoming Sp Mccbs Fitted With Outgoing 04 No 32 Amps Sp Mcbs For Service Connections, Distribution Service Pillar Suitable For Outdoor Installation , Made Out Of Crca Sheet Painted Through 7-Tank Process With Pu Painted Busbars 2P, Aluminium With Heat Shrinkable Sleeves And Adequate Capacities Complete With All Accessories 4 Way Distribution Service Pillar. Support Galvanised Angle Frame And Legs (40Mm X 40 Mm X 3Mm) For Distribution Feeder Pillar With Leg Height 1M With 0.3M In Soil Approx [email protected] Per Mtr, Earthing Complete By Gi Pipe 40 Mm Or Gi Rod 20Mm 2.5 Mtr Long Through Gi Strip.Cement Grouting For Support Angle Legs, Spares @ 3%, Erection Charges @10%, Overheads @ 5% (1.0% T&P 0.5% Storage And Handling , 3% Contingency And Safety Equipments, 0.5% Insurance) And Turnkey Factor @25% With Astronomical Timer. , Earthing With Copper Earth Plate 600Mm * 600Mm * 3 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Meter Long Etc. With Charcoal/Coke And Salt As Required. , Wiring For Light Point/Fans Point/Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls/Hffr Pvc Insıslated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gf Box And Earthing The Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. Group-A , Add For Vetting Charges Consultency And Contigencies @ 2.5 %
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Jammu And Kashmir View Result →
23.
Rural Development #11253830 Price Bid
Tender for Item No. 1 :- Excavation For Foundation In Earth, Soil Of All Types, Sand, Gravel & Soft Murum Including Removing The Excavated Material Upto A Distance Of 50 Mt. Beyond The Building Area & Stacking & Spreading As Directed, Dewatering, Preparing The Bed For The Foundation & Necessary Back Filling, Ramming, Watering Including Shoring & Strutting Etc. Complete. (Lift Upto 1.5 Mt.) By Mechanical Means. , Item No. 2 :- Excavation For Foundation In Hard Rock By Chiselling, Wedging, Line Drilling Etc. Including Trimming & Levelling The Bed, Removing The Excavated Material Upto A Distance Of 50 Mt. Beyond The Building Area & Stacking As Directed, Dewatering & Back Filling With Available Earth / Murum, Watering, Ramming Etc. Complete. (Lift Upto 1.5 Mt.) By Mechanical Means. , Item No. 3 :- Providing & Laying Cast In Situ / Ready Mix Cement Concrete In M - 10 Of Trap / Granite / Quartzite / Gneiss Metal For Foundation & Bedding Including Bailing Out Water, Steel Centering, Formwork, Laying / Pumping, Compacting, Roughening Them If Special Finish Is To Be Provided, Finishing If Required & 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 Fine Aggregate (Natural Sand / Crushed Sand V. S. I. Grade Finely Washed Etc.) , Item No. 4 :- Providing & Laying In Situ / Ready Mix Cement Concrete M - 25 Of Trap / Granite / Quartzite / Gneiss Metal For R. C. C. Work In Foundation Like Raft, Strip Foundation, Grillage & Footings Of R. C. C. Columns & Steel Stanchions Etc. Including Bailing Out Water, Steel Centering, Formwork, Laying / Pumping, Cover Blocks, Compaction & Curing, Roughening The Surface If Special Finish Is To Be Provided (Excluding Reinforcement & 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 (Natural Sand / Crushed Sand V. S. I. Grade Finely Washed Sand Etc.) , Item No. 5 :- Providing & Laying Cast In Situ / Ready Mix Cement Concrete M - 25 Of Trap / Granite / Quartzite / Gneiss Metal For R. C. C. Columns As Per Detailed Designs & Drawings Or As Directed Including Steel Centering, Formwork, Cover Blocks, Laying / Pumping, Compaction, Finishing The Formed Surface With Cement Mortar 1:3 Of Sufficient Minimum Thickness To Give A Smooth & Even Surface Or Roughening If Special Finish Is To Be Provided & Curing Etc. Complete. (Excluding Reinforcement & Structural Steel), 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 (Natural Sand / Crushed Sand V. S. I. Grade Finely Washed Etc.) , Item No. 6 :- Providing Laterite Stone Masonry In Cement Mortar 1:6 In Foundations & Plinth Including Racking Out Joints When Plastering Is To Be Done / Striking Joints When No Plastering Is To Be Done, Watering & Scaffolding. , Item No. 7 :- Providing & Laying Cast In Situ / Ready Mix Cement Concrete M - 25 Of Trap / Granite / Quartzite / Gneiss Metal For R. C. C. Beams & Lintels As Per Detailed Designs & Drawings Or As Directed Including Steel Centering, Formwork, Cover Blocks, Laying / Pumping, Compaction & Roughening The Surface If Special Finish Is To Be Provided & Curing Etc. Complete. (Excluding Reinforcement & Structural Steel), 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 (Natural Sand / Crushed Sand V. S. I. Grade Finely Washed Etc.) , Item No. 8 :- Filling In Plinth & Floors With Approved Excavated Material In 15 Cm. To 20 Cm. Layers Including Watering & Compaction Etc. Complete. , Item No. 10 :- Providing Dry Trap / Granite / Quartzite / Gneiss Rubble Stone Soling 15 Cm. To 20 Cm. Thick Including Hand Packing & Compacting Etc. Complete. , A) With Excavated Material (Labour Rate) Ssr 192/21.38 Add 10 % For Hilly Area =1382 X 10 % =1520.2 , B) With Private Material Ssr 192/21.37 Add 10 % For Hilly Area =795X 10 % =874.5 , Item No. 11 :- Providing Laterite Stone Masonry In Cement Mortar 1:6 In Super Structure Including Racking Out Joints When Plastering Is To Be Done / Striking Joints When No Plastering Is To Be Done, Watering & Scaffolding. , Item No. 12 :- Providing Sills Of Polished Kadappa Stone 25 Mm. To 30 Mm. Thick On A Bed Of 1:4 Cement Mortar Including Cement Float, Filling Joints With Slurry, Curing, Polishing & Cleaning Etc. Complete. , Item No. 13 :- Providing & Fixing Frame With / Without Ventilator Of Size As Specified With Country Non Teak Wood For Doors & Windows Including Chamfering, Rounding, Rebating, Iron Holdfast Of Size 300 Mm X 40 Mm X 5 Mm With Oil Painting Etc. Complete. , Item No. 14 :- Providing & Fixing Country Cut Teak Wood Single Leaf Panelled Door Shutters 35 Mm. Thick Style & Rail & 19 Mm Thick T. W. Panels As Per Detailed Drawing Including Wrought Iron Hold Fast, Stainless Steel Fixtures & Fastening & Three Coats Of Oil Painting Etc. Complete. , Item No. 15 :- Providing & 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. & Window Frame Bottom Track Section 61.85 X 31.75 X 1.20 Mm At Weight 0.695 Kg/Rmt. Top & 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. & Handle Section 40 X 18 X 1.25 Mm At Weight 0.417 Kg/Rmt. & Top Section 40 X 18 X 1.25 Mm At Weight 0.417 Kg/Rmt. As Per Detailed Drawings & As Directed By Engineer In Charge With All Necessary Aluminium Sections Fixtures & Fastenings Such As Roller Bearing In Nylon Casting & Self Locking Catch Fitted In Vertical Section Of Shutter Including 5 Mm Thick Plain Glass With All Required Screws & Nuts Etc. Complete. With Powder Coating Without Box. , Item No. 16 :- Providing & Fixing Mild Steel Grill Work For Windows, Ventilators Etc. 15 Kg. / Sqm. As Per Drawing Including Fixtures Necessary Welding & Painting With One Coat Of Anticorrosive Paint & Two Coats Of Oil Painting Complete. , Item No. 17 :- Providing & Laying Cast In Situ / Ready Mix Cement Concrete M - 25 Of Trap / Granite / Quartzite / Gneiss Metal For R. C. C. Slabs & Landing As Per Detailed Designs & Drawings Including Steel Centering, Formwork, Cover Blocks, Laying / Pumping, Compaction, Finishing The Formed Surface With Cement Mortar 1:3 Of Sufficient Minimum Thickness To Give A Smooth & Even Surface Or Roughening If Special Finish Is To Be Provided & Curing Etc. Complete. (Excluding Reinforcement & Structural Steel), 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 (Natural Sand / Crushed Sand V. S. I. Grade Finely Washed Etc.) , Item No. 18 :- Providing & Laying Cast In Situ / Ready Mix Cement Concrete M - 25 Of Trap / Granite / Quartzite / Gneiss Metal For R. C. C. Chajja As Per Detailed Designs & Drawings Including Steel Centering, Formwork, Cover Blocks, Compacting, Finishing & Roughening The Surface If Special Finish Is To Be Provided & Curing Etc. Complete. (Excluding Reinforcement & Structural Steel), 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 (Natural Sand / Crushed Sand V. S. I. Grade Finely Washed Etc.) , Item No. 19 :- Providing & Laying Cast In Situ / Ready Mix Cement Concrete M - 25 Of Trap / Granite / Quartzite / Gneiss Metal For R. C. C. Pardi Of Required Thickness Including Steel Centering, Formwork, Cover Blocks, Laying / Pumping, Compacting, Finishing & Roughening Them If Special Finish Is To Be Provided & Curing Etc. Complete. (Excluding Reinforcement & Structural Steel), 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 (Natural Sand / Crushed Sand V. S. I. Grade Finely Washed Etc.) , Item No. 20 :- Providing & Fixing In Position Tmt - Fe - 500 Bar Reinforcement Of Various Diameters For Reinforced Cement Concrete Pile Caps, Footings, Foundations, Slabs, Beams, Columns, Canopies, Staircase, Newels, Chajjas, Lintels, Pardis, Copings, Fins, Arches Etc. As Per Detailed Designs, Drawings & Schedules Including Cutting, Bending, Hooking The Bars, Binding With Wires Or Tack Welding & Supporting As Required Complete. , Item No. 21 :- Providing Internal Cement Plaster 6 Mm Thick In Single Coat In Cement Mortar 1:4 Without Neeru Finish To Concrete Or Brick Surfaces In All Position Including Scaffolding & Curing Etc. Complete. , Item No. 22 :- Providing Internal Cement Plaster 12 Mm Thick In Single Coat In Cement Mortar 1:4 Without Neeru Finish To Concrete Or Brick Surfaces In All Position Including Scaffolding & Curing Etc. Complete. , Item No. 23 :- Providing Internal Cement Plaster 20 Mm Thick In Single Coat In Cement Mortar 1:3 Without Neeru Finish To Stone Masonry Surfaces In All Position Including Scaffolding & Curing Etc. Complete. , Item No. 24 :- Providing & 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 & Confirming To Is. 15622 - 2006 (Group Bla) Of Approved Make, Shade & Pattern For Flooring In Required Position Laid On A Bed Of 1:4 Cement Mortar Including Neat Cement Float, Filling Joints, Curing & Clearing Etc. Complete. A) Flooring , Item No. 25 :- Providing & Laying Vitrified Mirror / Glossy Finish Tiles Having Size 590 Mm. To 605 Mm. X 590 Mm. To 605 Mm. Of 8 To 10 Mm. Thickness & Confirming To Is. 15622 - 2006 (Group Bla) Of Approved Make, Shade & Pattern For Flooring In Required Position Laid On A Bed Of 1:4 Cement Mortar Including Neat Cement Float, Filling Joints, Curing & Clearing Etc. Complete. B) Skirting , Item No. 26 :- Providing & Applying Washable Oil Bound Distemper Of Approved Colour & Shade To Old & New Surfaces In Two Coats Including Scaffolding, Preparing The Surfaces. (Including The Primer Coat.) Etc. Complete. , Item No. 27 :- Providing & Applying Two Coats Of Water Proof Cement Paint Of Approved Manufacture & Of Approved Colour To Old Plastered Surfaces Including Scaffolding If Necessary, Cleaning & Preparing The Surface, Watering For Two Days Etc. Complete. , Item No. 28 :- Providing Painting & Lettering For Name Board Which Describing Details Of Such Work Etc. Complete. , B) Work Details Name Board, , Item No. 29 :- Quality Control Material Testing Charges , 1. Cement (Ssr P/I 495/1) , 1) Standard Consistency, Fineness, Specific Gravity, Setting Time (Initial & Final), Compressive Strength, Soundness Etc. Group Test , 2. Fine Aggregate (Ssr P/I 495/10) , 1) (Sieve Analysis), Silt & Clay Content Etc. Group Test , 4. Stone / Rubble (Ssr P/I 496/28) , 1) Crushing Value / Compressive Strength, Water Absorption & Specific Gravity Etc. Group Test , 5. Steel Bar (Ssr P/I 499/77) , 1) Tensile Strength, % Elongation, Yield Stress, Weight Per Meter, Bend / Rebend Test, Proof Stress Etc. Group Test , 6. Steel Bar (Ssr P/I 496/19) , 1) Compressive Strength Of C. C. Cube (Set Of 3 Cubes)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
24.
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
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25.
Housing Urban and Rular Development #11229360 AOC
Construction Of Various Civil Work At Takeshwar (Apte) In Taluka-Shahapur, District-Thane. (Under Mal Fund)-1 30.22 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 the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means 2 5.29 Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means 3 3.17 Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means 4 7.93 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. 5 7.88 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, Steel centering, 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/concfete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. Providing and laying Cast in situ/Ready Mix cement concrete M-25 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,cover blocks, laying/pumping, compaction and curing roughening the surface if 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 and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite/quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel).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 and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).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 and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel).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 and fixing in position TMT - FE-500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete Providing coursed rubble masonry second sort of trap / granite /quartzite/gneiss stones in cement mortar 1:6 in external walls of plinth including bailing out water manually, striking joints inside and raking out joints from outside and watering etc.complete Providing vee pointing with cement mortar 1:3 for stone /Brick masonry including scaffolding and curing etc. complete Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete Garden soil: Supplying on site garden soil well sieved 90% to pass through I.S. Sieve of 10mm size free from stones rubbish like dried grass rootsnand other materials.the soil should be fresh from quarry.the colour of soil wil be measured by mesuring box (farma) item include royalty charges,octri, corporation,tax transportation loading unloding (lead charge 90km.consider) Famr yard manure -Supplying on site well decayed well dried, well powderd, without clods,and free from stones dried grass and rubbish material the colour of mannure will be mesuring by box (farm). item include royalty charges,octri, corporation,tax transportation loading unloding (lead charge 50km.consider) Providing and laying Polished Tandur Stone flooring 25mm to 30mm thick required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete. 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. Providing railing of decorative mild steel post as per drawing 2.00 metre centre to centre specially designed of height 1.20 m above road surface with minimum anchor length of 0.30 metre including hold fast of 25 mm diameter MS bars welded at the bottom and embeded with four rows of 40 mm B class GI pipe provided at a distance of 30 cm C/C including scaffolding, two coats of oil painting as per drawing etc. complete. Palm Varieties -Fox tel palm (poly bag 30x30 height 10-12 feet Providing and fixing 90 cm x 60 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete Royalty Charges 1) HB Metal, Rubble, Murum and Earthwork 2) Sand Testing Charges Cement- Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial & Final), Compressive Strength, Soundness. Sand- Fineness Modulus (Sieve Analysis) and Silt and Clay Content Sive analysis Flexural test (Set of 6 Tiles), Water Absorption (Set of Tiles). Resistance to wear (Set of 6 Tiles). Flooring of Natural Stone (Kota, Marble, Granite, Tandur.etc.) Water absorption, Specific gravity i) Compressive Strength of C.C. Cube (Set of 3 cubes). .Crushing Value/Compressive Strength, Water Absorption & Specific Gravity
Contract Date: Jun 04, 2026 Contract Value : ₹ 12.32 Lakh
Government Departments No of Bidders 3
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26.
Housing Urban and Rular Development #11228733 Price Bid
Providing Basic Amenities At Kavathepiran, Tal.Miraj, Dist.Sangli.=179.200 Square Metre Removing the tiles, battens, dungry cloth, purlins, rafters, ridges excetra from roof, sorting out the serviceable and unserviceable materials and stacking the same as and where directed in the compound, scaffolding, excetra complete. 7.500 Hour Hire charges for Tandem vibratory road roller 8 tonne at the site of work. 1456.860 Square Metre Providing and fixing heavy duty inter locking concrete coloured paving blocks of 80 milimetre thickness of having a strength of 300 kilogramme per square centimetre of approved quality and shape on a bed of crushed sand of 25 milimetre to 30 milimetre thick including striking joints and cleaning, excetra complete. 4 19.260 Cubic Metre Providing and laying in situ / ready mix / ready mix M-10 cement concrete of trap / granite / quartzite / gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing excetra complete. (with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artificial sand) (using ARTIFICIAL SAND). 5 1.000 Number Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc, having rectangular shape of 1.20 metre X 0.90 metre size made out 18 gauge (1.25 milimetre) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols excetra with approved colour shade paint complete, on M.S.angle of size 35 milimetre X 35 milimetre X 3 milimetre frame with properly cross braced mild steel angles of size 35 milimetre X 35 milimetre X 3 milimetre duly painted including two mild steel angle iron posts of size 65 milimetre X 65 milimetre X 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures excetraand fixing the boards in 1:4:8 concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including, excavation, refilling, transportation, and labour etc complete. Spec. number As directed by Engineer in Charge Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune. 6 1.0 Number Compressive Strength, Water Absorption Test for Paving Blocks - 80 milimetre thick, 300 Kilogram per Square Centimetre Strength 7 1.0 Number Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand 8 1.0 Number Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial and Final), Compressive Strength, Soundness Test for Cement 9 1.0 Number Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Artificial Sand 10 3.0 Number Compressive Strength of Cement Concrete Cube 11 1.0 Number Sieve Analysis Test for Metal below 40 milimetre 12 1.0 Number Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal below 40 milimetre
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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27.
Defence #11225622 AOC
Bids Are invited for Consultancy And Soil Investigation Soil Investigation 1 - Carrying Out Soil Investigation Incl All Necessary T&P Labour And Required Materials Etc All Field Work Collection And Interpretation Of Data And Laboratory Studies And Submission Of Report Comprising Of The Following , Soil Investigation 2 - Mobilization Of Plants And Equipment Including Men And Materials As Required At Site Of Soil Investigation Setting Of Boring Drilling As Required And Demobilization Of Plants And Equipments On Completion Of Work Etc Complete Which Includes Conveyance Of S Le Collected To Testing Lab As Reqd For The Purpose Of Testing , Soil Investigation 3 - Boring 150Mm Dia Bore Holes To Any Depth Through Following Type Of Strata , Soil Investigation 4 - Any Type Of Soil , Soil Investigation 5 - Soft Rock , Soil Investigation 6 - Hard Rock , Soil Investigation 7 - Collection Of Undisturbed Soil S Les At Every 3M Intervals Or At Any Change Of Strata In 100Mm Bore Thin Walled Tube Including Waxing Sealing Packing Transporting To The Lab , Soil Investigation 8 - Carrying Out Standard Penetration Test Spt As Per Is 2131 Including Collection Of Disturbed Soil S Les In Bore Holes At Every 5M Depth Or At Any Change Of Strata And Submit The Report With All Requisite Data , Soil Investigation 9 - Conducting Necessary Test On All Collected S Les Of Each Bore Hole Which Includes The Determination Of , Soil Investigation 10 - Atterberg Limits Natural Moisture Content Wet And Dry Density Soil Particle Size Using Sieve Hydrometer Analysis And Shear Strength Test Unconfined Compression V Tri-Axial Shear Test C & Determination Shrinkage Limit Consolidation Test Incl Pre-Consolidation Pressure Specific Gravity Test For Sand Rock Crushing Strength Of Rock S Le Permeability Test Testing Of Water S Le Including Ph Determination 02 S Le Free Swelling Index Soluble Salt Content Chloride And Sulphate Shear Strength Test Un Confined Compression , Soil Investigation 11 - Complition And Analysis Of Laboratory And Field Test Results And Submission Of Reports In 04 Sets Alongwith Recommendations For Seletions Of Type Of Foundation With Supporting Design Details And Recommendation Of Sbc Etc Complete , Consultancy 1 - Consultancy Services For Preparation And Supply Of Architectural Drawing Plan Section And Elevation Structural Design Preapration Of Boq And Estimate Rate Analysis For Provn Of Consultancy Work For Extension Of Rcc Varandha Alongwith Rcc Roof For Airmen Billet At Lambaline Af Stn Sri Vijaya Puram Consisting Of Following Scope Of Works , Consultancy 2 - Preparation And Submission Of Self Sufficient Structural Design And Drawing Including Structural Details Structural Notes Conforming To Is 456 And Is 816 And Is 875 And Is 1893 And Is 2062 And Is 4326 And Is 13920 And Is 2911 And Any Other Latest And Relevant Is Code , Consultancy 3 - Third Party Vetting & Proof Checking The Consultant Shall Be Responsible For Third Party Vetting Or Proof Checking From Iits Or Nits Or Any Government Engineeering College Duly Signed By Authorised Signatory On Behalf Of The Institute And Not From A Professor Or Individual Of The Institute In His Personal Capacity. The Design Drawings Shall Also Be Liable For Ensuring That The Design And Drawings Are In Compliance As Per Laid Down Standards Regulations Adherence To Is Specifications And Sound Engineering Practices The Consultant Is Responsible For Obtaining Clarification From The Vetting Agency Till The Completion Of Work A Certificate That All Details Have Been Thoroughly Checked And Are In Compliance To Standards Codes Regulations In Respect Of Safety Soundness And Economy Shall Be Obtained From Vetting Agency Total Quantity : 43
Contract Date: Ref. Documents Contract Value : ₹ 3.45 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 3
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28.
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 →
29.
Educational and Research Institute #11207855 Technical Bid
items for nursing laboratories (major/minor equipment/items, glassware, plasticware, reagents and chemicals) , advance nursing lab , electronic icu cot with appropriate attachments-technical specifications as per tender document , advanced iv arm/arterial puncture arm- , central venous cannulation trainer- , ecg machine- , defibrillator cpr trainer- , hemodynamic monitoring simulation kit- , tray sets/kits to perform advanced nursing procedures- , drugs, fluids, iv sets, emergency medication- , ii. community health nursing & nutrition laboratory , induction stove- , eligible couple and child register- , diary- , steriliser- , infant weighing scale- , salter scale- , spring balance- , weighing machine- , sphygmomanometers - regular & electronic- , stethoscopes- , dari/mats for health education purpose- , a.v. aids on different topics in the form of posters- , flip charts- , flash cards- , community bag- , assessment articles: thermometer- , tape measure- , stethoscope- , forceps- , hand washing articles: soap dish with soap: , hand towel- , nail brush- , water proof bag- , urine testing kit: test tubes: , test tube holder- , spirit lamp- , dropper- , benedicts solution in a bottle- , glass syringe- , dressing kit: bag of sterilized dressing: , antiseptic in a bottle- , artery forceps- , dissecting forceps- non-toothed- , dissecting forceps -toothed , small bowls- , small kidney tray- , suture cutting scissors/dressing scissors- , medicines: (1 each) labeled medicines for essential treatment of minor ailments -paracetamol tablets (500 mg) • ors packets • antiseptic cream • antihistamines • iron & folic acid tablets • zinc tablets • topical antibiotic ointment specifications: • proper labeling • within expiry date • stored in sealed containers , b. nutrition lab , gas stoves with cylinders/pipeline tubing- , gas lighters- , pressure cookers of different sizes - 1 & 2 kg: (3 each) , steel cooking vessels - big, medium & small-(4 each) , cutlery set , ladles (wooden spoons/silicone spatulas)- , juice squeezer- , water reservoir- , saucepan with handle - medium and small size (3 each) , spoons: serving spoons: , tea spoons- , table spoons- , dessert spoons- , soup spoons- , rice serving spoons- , bowls (wati)- , soup bowls- , glass bowls- , forks- , sieve- , tongs- , knives- , peeler- , vegetable cutters: , vegetable cutting plate: , water filter/aqua guard: , flask: , frying pans: , tava: , vessel holders (chimta): , mixer with accessories: , glasses for drinking water (steel): , glasses for drinking water (glass): , kitchen weighing scale: , chapatti making plate & rolling pin: , measuring scoops: , napkins: , tea strainer: , egg beater: , toaster , microwave with appropriate cooking vessels: , dinner set (12 persons): , tea set (12 persons): , midwifery & child health nursing laboratory , a. models and manikins (mannequins)/simulators- stages of development of embryo model (2 set each) , female bony pelvis , foetal skull , female dummy (zoe model)/ obstretical training manikin dummy with doll , placenta , b. charts- breast changes in pregnancy , uterine changes in pregnancy showing height of uterus , edd calculator chart/wheel , stages of labor-first stage , second stage , third stage- , breech presentation-complete breech , incomplete breech - , shoulder presentation - , foot presentation , birth chart- , face presentation , brow presentation , twin pregnancy , placenta praevia - different degrees , caput succedaneum, cephalhaematoma , congenital malformations of new born-cleft lip palate , spina bifida , hydrocephalus , anencephalus , c. equipment/instruments-vaginal speculum -sims (2 different sizes) , cusco’s-(2 different sizes) , cervical dilators all sizes , anterior vaginal wall retractor , uterine vulsellum , sponge holding forcep , ovum forceps , uterine flushing curette , uterine sound , mucus sucker , pelvimeter , foetoscope , midwifery kit for home delivery , bowls medium and small (2 each) , kidney tray medium and small (2 each) , enema can with tubing , foetoscope , artery forceps , thumb forceps (1 each) , cord cutting blade , cord ties , mucus sucker , cotton swabs , mackintosh , gloves ( surgical) (2 box each) , mask surgical , apron , rubber catheters , spring balance color coated , shaving set , spirit , soap with dish , hand towels , measure tape , i. nursing foundation & medical surgical nursing laboratory-a. manikins/simulators and equipment’s-manikins/simulators for demonstrating nursing procedures , adult male , child , new born , adult female , furniture-patient cots-(bed)adult , patient cots- child - , bed side locker , trays of different sizes (plastic)-24 x 16 , 14 x 10 , 11 x 9 , 8 x 5 , trays with cover (stainless steel)-24 x 16 , 14 x 10 , 11 x 9 , 8 x 5 , bowls (stainless steel)-10 diameter , 6 diameter , 2-4 diameter , enema can (enamel/plastic)-½lt. capacity , 1 lt. capacity , kidney trays of assorted sizes ( stainless steel)-large , medium , small , measuring jugs (stainless steel)-1000 ml. , 500 ml. , 250 ml , basins (stainless steel)-big size , medium size , catheter tray with cover (stainless steel) , knife tray with cover (stainless steel) , feeding cups , douche can , sputum mugs ( plastic) , bed pans , urinals - male , funnel ( glass)-4 diameter , 2 diameter , jars with covers (glass)-12 x 8 , 6 x 4 , dressing drums(ss)-8 x 4 , 12 x 9 , tub for sitz bath , sauce pan with lid-1 lit capacity , 2 lit capacity , big vessel with lid - indolium (for heating water)-10 lt. capacity , kettle-1 lit. , kettle- 2 lt. capacity , color coded waste bins with lids ( all color) (1 each) , trolleys with upper and lower shelves , bottle brush , gallipots , pint measure , b. instruments-cheatle forceps , sponge holding forceps , artery clamps-straight 6 , curved 6 , dissecting forceps-toothed , non-toothed , mosquito forceps , kochers forceps , tissue forceps , sinus forceps , biopsy forceps , scissors-surgical 8 , bandage , mayos cutting , liver biopsy needle , alice forceps , probe , groove director with probe , mouth gag , tongue depressor , tongue holding forceps , nasal speculum , aural speculum , re-tractors-single hook , double hook , bladder sound , male urethral dilator , packing forceps-nasal , ear irrigation syringe , ear speculum , shaving set , safety razor with blades , bard parker knife handle , surgical blades of different sizes , catheters , airway (adult) , laryngoscope big , proctoscope , infusion set , otoscope , ophthalmoscope , tracheostomy set with various sizes of tracheal tubes , head mirror , tuning fork , oxygen cylinder with stand , oxygen mask 2 set(1 pediatric & 1 adult) , nasal prongs, venture mask (1 each) , infra-red lamp , digital thermometer , glucometer kit , nebulizer machine with nebulizer mask , sphygmomanometer-regular (table clock) , electronic( digital) , pulse meter , catheters - urinary, foleys, nasal, plain & rectal , c. glass-wares-eye bath-cup , undie , pipettes & droppers (glass) , glass connections-different types e.g. y.t.l. (6 each ) , wolfs bottle , conical flasks , ounce glass , dram glass/vial , thermometers-oral , rectal , bath/lotion , urinometer , lactometer , haemoglobinometer , specimen glasses , test tubes 5 ml (1 box) , glass slide with cover , bottles 500 ml. capacity for lotions and mixtures , atomizer , d. syringes and needles-syringes 2 ml. , 5 ml. , 10 ml. , 20 ml. , tuberculin syringe , insulin syringe with needle , needles all sizes (1 box each) , lumbar puncture needle , trochar & cannula for abdominal paracentesis , iv cannulas of different types and sizes - adult , biopsy needle-adult , childern , sternal puncture needle , e. suture materials-needle holder-6 , needles (cutting and round body) , suture cutting scissors-straight , curved , suture thread-silk , cotton , catgut-silk , cotton , catgut tube breaker , suture clip , suture clip applier and remover , f. rubber goods-mackintosh roll-full bed length , draw mackintosh , extra for treatment and dressing etc. , catheters-urinary catheter , folleys catheter , nasal catheter , plaint catheter , rectal catheter , hot water bag , ice caps , gloves of different sizes (5 packet of each sizes ) , finger stalls of different sizes (6 sets each ) , air rings , gastric lavage tube , ryles tube , flatus tube , blakemore sengstaken tube , rubber tubes with different diameter and size , rectal syringe with nozzle , ring pessaries of all sizes (2 each) , douche nozzle with different sizes , g. linen-mattress-adult , child , mattress cover-adult , child , bed sheets , draw sheets , pillows-large , small , pillow covers-large , small , sand bags with covers , blankets , bed spreads , towels-bath , surgical , packing , towel clips , sponge cloth , hot water bag cover , ice cap covers , air ring/cushion covers , gown & mask , patients clothes-male , female , dirty linen bag/box , leggings , perineal sheets , triangular bandages , many-tailed bandages , eye shields , dusters , slings , t binder , screen/bedside curtains , h. miscellaneous items-mortar and pestle , nelsons inhaler , wooden blocks , spirit lamp , test tube stand , test tube holder , sterilizer-small , portable autoclave , torch , nail brush , adult weighing scale , back rest , splints of different sizes , adhesive tapes , i.v. stand , tape measure , bucket with cover , stethoscope , soap and soap dish , dust bins , over bed table (heart table) , three way adapter , dettol , phenyle , methylated spirit , benedicts solution , tr. iodine/betadine , tr. benzoin , nitric acid , acetic acid , sulphur powder , ammonium sulphate crystals , vaseline , glycerin , liquid paraffin , potassium permanganate crystals , boric solution , hydrogen peroxide , sodium bicarbonate powder , litmus paper strips - red and blue , pre-clinical sciences laboratory (anatomy & physiology)- specifications , adult human articulated skeleton with hanging facility in a glass cupboard with locking facility , full set of dis-articulated adult human skeleton , full size human body showing all muscles and arteries , human torso male and female (2 each- male and female) , skin cross section , heart and large blood vessels , heart with detachable parts on a stand , eye with detachable parts on a stand , ear with different sections , human brain with spinal cord , lungs and trachea , larynx , digestive system (stomach, small intestine, large intestine, hepatobiliary) (2 each) , female reproductive system-1 uterus on stand , female reproductive system-2 ovaries , female reproductive system-2 macroscopic structure , female reproductive system-2 microscopic structure , male reproductive system , urinary system (kidney)-2 microscopic , urinary system (kidney)- 2 macroscopic , joints and ligament (2 each joint) , teeth , chart of skeleton system , chart of muscular system showing different muscles of the body , chart of joints and ligaments , chart of nervous system-2 brain , chart of nervous system-2 spinal cord , chart of cardio-vascular system , chart of respiratory system , chart of lungs , chart of trachea , chart of larynx , chart of digestive system , chart of oral cavity , chart of teeth , chart of stomach, pancreas and spleen , chart of small intestine and large intestine , chart of liver and gall bladder , chart of kidney ( macroscopic & microscopic) , chart of skin , chart of eye , chart of ear , chart of female reproductive system , chart of menstrual cycle , chart of male reproductive system , chart of endocrine system , chart of first aid for burns , chart of cpr (adult, children & infant) (1 each) , bandaging techniques chart
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 4
Haryana View Result →
30.
Defence #11201644 AOC
Bids Are invited for Soil Investigation and sampling - To carry out soil investigation and collection of samples in all types of strata including distrubed, undistrubed soil sampling, conduction of Standard Penetration Test (SPT), visual classification at regular interval, determine the safe bearing capacity complete with field and laboratory tests on soil/ rock samples including trail pit 1.20m x 1.20m x 3.0m investigation to relevant specification of IS 2131, IS 6403, IS 1498 IS 2720 , Borehole Drilling and SBC analysis - Conducting Soil Investigation for the following - (a) 150mm dia meter bore holes as per IS specification (b) Bore Hole. (i) Depth of Bore Hole 15.00 Mtr (Core drilling by Calyx Rig) (ii) To suggest SBC for isolated footing 1.5x1.5, 2.0x2.0, 2.5x2.5 mtr at 1.5m, 2.0m, 2.5m depth strip depth strip footing of 1.5 2.0 mtr. (iii) Water Table (iv) Expansive nature of soil with respect plasticity index (v) N Value at 2.5m, 3.0m, 6.0m, 12.0m (vi) Bore log of soil strata upto 15.0 mtr depth , Soil Laboratory Testing physical - (c) Collection of distrubed and undistrubed soil sample at interval of 1.00 mtr at change of relevant specification of IS 2720. , Soil Chemical Analysis - (d) Conduction Lab test on distrubed soil sample at interval of 1.00 mtr or at change of strata or as per relevant IS Code. (i) Sieve analysis (ii) Atterbergs limits (iii) Natural moisture content (iv) Particle size analysis test (v) Bulk density , Soil Engineering Properties test - (e) Conducting Lab test on undistrubed soil sample as considered necessary according to relevant specification of IS 2720 - (i) Sieve analysis (ii) Atterbergs limits (iii) Natural moisture content (iv) Particle size analysis test (v) Bulk density (vi) Specific gravity (vii) Free swell index and swelling property of soil (viii) Organic matter in any soil, in any (ix) Consolidation test (Compressed index value) (x) Trixial compression test and determination of shear parameters (C O) test as per relevant IS. (xi) Harful salt (Complete investigation as already ref). , Water level Test - (f) Ground Water Table - (i) Maximum and minimum levels of Ground Water in the area with sources of information. (ii) Ground water table during investigation. , Comprehensive Soil Report and SBC - (g) Submission of Six copies of test reports with detailed description of field investigation, soil classification and general nature of soil strata, water table, interpretation of test results, grains size, distribution curves, compressive index curves, site plan etc. (h) The SBC of the soil is required to be given as per following table. Calculation of bearing capacity will be governed generally as per IS 8009 (Pt-I) 1976, IS-2720 (Pt-II) 1980, IS 6403-1981, IS 1904-1984 IS 1904-1984 and IS 1080-1985 and other relevant IS code. , Foundation Mapping - (j) With every sites Soil Investigation Report, a detailed site plan showing the approx location of each bore duly numbered as per log of bore hole should be enclosed. Location of foundation of adjacent structures, especially those that might be impacted by the proposed construction. (k) Every page of the soil investigation report should have the Name of the Job for which soil investigation is being carried out. In case of multiple sites of a single job are being investigated name of each site shall be put on each page of report pertaining to the site. , mobilization and Final certification - (l) All pages of the Soil Investigation Report shall be serially numbered, stamped and signed by the Agency carrying out the soil investigation. Report should be scrutinised by GE and CWE for correctness and endorse. (m) Mobilisation of tools and equipments, machineries, manpowers etc to site location and demolition from site after completion of work. Total Quantity : 18
Contract Date: Ref. Documents Contract Value : ₹ 1.15 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 6
Haryana View Result →
31.
Housing Urban and Rular Development #11181244 AOC
Supply Of Sand Bags And Hardware Materials For City Road Various Morcha Point, Vidhanbhavan, Ravibhavan, Nagbhavan, Aamdar Niwas, Ramgiri Nagpur.(Rac-2025) (Only For Society).- 1 Labour charges for removing grass,thorney shrubs,Jungli shrub,Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. 2 Providing, filling and stiching of sand bags having apprximately 2Cuft. of sand inbag. Including supplying sand and jute/gunny bag, arranging the bags in layers up to height of 1.50 M. from ground as directed including loading, unloading and cost of stitching material etc. complete as directed by engineer in charge. 3 Providing Assistant for supervising the maintenance work. 4 Providing Mazdoor Unskilled Light Male maintenance work. 5 Providing Royalty charges against royalty paid by the contractor to the Revenue department for supply of different construction materials for which royalty is necessary.(Royalty charges will be paid to contractor after sumbitting valid documents of revenue authority) Royalty for natural Sand (Royalty + Surcharges 2% & Distt. mineral foundation cess 10%) 6 Carrying Out Testing Basic Test of FINE AGGREGATE.Fineness Modulus ( Sieve Analysis ),Silt & Clay Conten
Contract Date: May 27, 2026 Contract Value : ₹ 12.63 Lakh
Government Departments No of Bidders 2
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32.
Rural Development #11176864 AOC
Tender For 16. Rasta Karane Among Shirwali Dalit Wasti Tal Baramati - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 3 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, Steel centering, 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 fine aggregate (Crushed sand VSI Grade)(Non SCADA Item) 4 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 5 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 6 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 7 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 8 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 9 BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 10 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 11 SOIL / MURUM. 1)Sieve Analysis 12 Royalty For Hard Murum 13 Royalty For Murum at Site
Contract Date: May 26, 2026 Contract Value : ₹ 10.56 Lakh
Government Departments No of Bidders 7
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33.
Rural Development #11176862 AOC
Tender For 3. Making Mahur Pariche Road Hariappa Jagtap Vasti Road. Tal.Purandar - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 3 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 4 SOIL / MURUM. 1)Sieve Analysis 5 BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 6 Royalty For Murum at Site
Contract Date: May 26, 2026 Contract Value : ₹ 8.87 Lakh
Government Departments No of Bidders 4
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34.
Rural Development #11176845 AOC
Tender For Mavadi Supe Smshanbhumi Cement Road Tal Purandar; 1 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 3 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, Steel centering, 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 fine aggregate (Crushed sand VSI Grade)(Non SCADA Item) 4 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 5 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 6 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 7 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 8 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 9 BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 10 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 11 SOIL / MURUM. 1)Sieve Analysis 12 Royalty For Hard Murum 13 Royalty For Murum at Site
Contract Date: May 26, 2026 Contract Value : ₹ 8.86 Lakh
Government Departments No of Bidders 3
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35.
Petroleum and Natural Gas #11172751 AOC
Bids Are invited for SIEVES - GI IS Test Sieves IS 460 Sieve set of internal dia 450 mmAperture size mm 100 80 63 40 20 16 12.5 10 4.75 2.36 lid and pan , SIEVES - GI IS Test Sieves IS 460 Sieve set of internal dia 200 mmAperture size mm 10 4.75 2.36 1.18Aperture size micron 600 300 150 75 lid and pan , SIEVES - Electric Sieve Shaker with timer capable of shaking sieve size of 200 mm to 450 mm diameter , Weighing Balance - Weighing Balance Electronic Capacity 50 kg Accuracy 2 gm , Weighing Balance - Weighing Balance Electronic Capacity 02 kg Accuracy 0.1 gm , Concrete Slump Test Apparatu - Concrete Slump Test Apparatus Slump Cone Steel Plate Tamping Rod Steel Scale Scoop , Compression Testing Machine - Compression Testing Machine 2000 kN Electrically Operated , Steel Cubes - Steel Cubes 150 mm for Concrete , Density Measurement - Apparatus for Density Measurement by Sand Replacement Method , Core Cutting Testing Apparatus - Core Cutting Testing Apparatus for Density Measurement 2 cores , Digital Moisture Meter , Thermometer - Thermometer 0 deg C to 100 deg C , Graduated Measuring Cylinder - Graduated Measuring Cylinder Each of 100 ml 250 ml 500 ml 1000 ml , Enamel Trays - Enamel Trays mm Approx 600 X 450 X 50 , Enamel Trays - Enamel Trays mm Approx 450 X 300 X 40 , Enamel Trays - Enamel Trays mm Approx 300 X 250 X 40 , Enamel Trays - Enamel Trays mm Approx Circular 250 , Vernier Calliper - Vernier Calliper Least Count 0.1 mm , Micro meter Screw Gauge Least Count 0.02 mm - Micrometer Screw Gauge Least Count 0.02 mm , Wire Gauge , Steel Tape - Steel Tape 30 m , Steel Tape - Steel Tape 15 m , Steel Tape - Steel Tape 5 m , Steel Tape - Steel Tape 3 m , Steel Scale - Steel Scale 1000 mm , Steel Scale - Steel Scale 30 mm , Steel Tape - Steel Tape 50 m , Allen key mm and inch , Electrical Testeing Rod - Electrical Tester , Megger , Auto Digital AC Clamp Meter , Dial Indicator for Pump and Motor Alignment , Vibration Tester , Photometer or Lux Meter , Stopwatch , Elco Meter , Roughness Meter , Lazer Distance Meter , Dew Point Measuring Instrument , Spirit Level , Plumb Bob , Screwdrivers , Handheld Mirror , Seam Paper , Long Nylon and Cotton Thread 200 M Long , Magnifying Glass , Ball Peen Hammer , Tool Box , Infrared Thermometer Gun - Infrared Thermometer Gun upto 300 degree Centigrade , Autolevel Total Quantity : 96
Contract Date: Ref. Documents Contract Value : ₹ 4.71 Lakh
Boards / Undertakings / PSU No of Bidders 7
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36.
Heavy Industries and Public Enterprises #11172711 AOC
Bids Are invited for HYDROCHLORIC ACID A R GRADE 20 X 2.5 LTRS , AMMONIUM BIFLUORIDE AR , AMMONIUM THIOCYANATE A.R , STARCH SOLUBLE. AR or SDS. - STARCH SOLUBLE. AR or SDS , FLASK ERLYNMEYER, CONICAL NARROW MOUTH CAP 500ML CAT.NO.4980 BOROSIL R MAKE , FILTER PAPER CIRCLES QUALITATIVE GRADE 101IN PKT OF IOOCIRCLES O.SICERIN and BIVA DIA 12.5CM , BEAKER GRIFFEN LOW FORM WITH SPOUT MAKE BOROSIL CAT NO.1000 CAP 250ML , WATCH GLASS NATURAL GLASS SIZE 3 inch DIA 75mm , POTASSIUM DICHROMATE A R GRADE , POTASSIUM IODIDE AR GRADE , SODIUM HYDROXIDE AR GRADE , SIEVE TEST BRASS WITH FRAME 8inch DIA MESH-200 with NABL Certificate , SIEVE TEST BRASS WITH FRAME 8inch DIA MESH100 with NABL Certificate , BUFFER TABLET PH-7 , INDICATOR UNIVERSAL SOLUTION PH 2 TO 10 , LITMUS PAPER BLUE , LITMUS PAPER RED , PLASTIC FUNNEL 60 DEG. DIA 75 MM , DROPPING BOTTLE LDPE TARSON MAKE CAP 125 ML , SS Sample tray size 10 inch X 12 inch X 1 inch LXBXH Total Quantity : 1053
Contract Date: Ref. Documents Contract Value : ₹ 5.22 Lakh
Boards / Undertakings / PSU No of Bidders 7
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37.
Petroleum and Natural Gas #11172684 AOC
Bids Are Invited For Custom Bid For Services - Installation Of Boreholes Depth ≫0 M ≪=15 M , Custom Bid For Services - Installation Of Boreholes Depth ≫15 M ≪=30 M , Custom Bid For Services - Installation Of Boreholes Up To And Including 15 M For Drilling In Rock , Custom Bid For Services - Conducting Standard Penetration Test , Custom Bid For Services - Collecting Undisturbed S Les , Custom Bid For Services - For Disturbed S Les Only , Custom Bid For Services - For Water S Les Only , Custom Bid For Services - Conducting Static Cone Penetration Tests , Custom Bid For Services - Conducting Electrical Resistivity Test , Custom Bid For Services - Conducting Plate Load Tests , Custom Bid For Services - Conducting Field Cbr Tests , Custom Bid For Services - Conducting Laboratory Tests For Atterbergs Limit , Custom Bid For Services - Conducting Laboratory Tests For Natural Water Content , Custom Bid For Services - Conducting Laboratory Tests For Bulk And Dry Density , Custom Bid For Services - Conducting Laboratory Tests For Specific Gravity And Void Ratio , Custom Bid For Services - Conducting Laboratory Tests For Grain Size (Sieve) Analysis , Custom Bid For Services - Conducting Laboratory Tests For Grain Size (Hydrometer) Analysis , Custom Bid For Services - Conducting Laboratory Tests For Laboratory Cbr Tests On S Les , Custom Bid For Services - Conducting Laboratory Tests For Consolidation Test , Custom Bid For Services - Conducting Laboratory Tests For Unconfined Compression Test On Uds Collected , Custom Bid For Services - Conducting Laboratory Tests For Chemical Tests On Soil S Les , Custom Bid For Services - Conducting Laboratory Tests For Chemical Tests On Water S Les , Custom Bid For Services - Conducting Laboratory Tests For Tri-Axial Shear Tests For Unconsolidated Un Drained S Les , Custom Bid For Services - Conducting Laboratory Tests For Tri-Axial Shear Tests For Consolidated Un Drained S Les With Pore Pressure Measurement , Custom Bid For Services - Free Swell Index Test , Custom Bid For Services - Swelling Pressure Test , Custom Bid For Services - Rock Coring , Custom Bid For Services - Cross Hole Test , Custom Bid For Services - Submission Of Draft And Final Reports , Custom Bid For Services - Land Survey (Lumpsum) , Custom Bid For Services - Bench Mark Pillars
Contract Date: Ref. Documents Contract Value : ₹ 1.07 Crore
Boards / Undertakings / PSU No of Bidders 7
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38.
Housing Urban and Rular Development #11144599 Technical Bid
Tender For Tourism Development And Beautification Of Paataleshwar Mandir At Gram Sabha Kalpi Dist- Jalaun- 1 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. Dsr 2.6.1 Dsr 2.6.1 2 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Dsr 4.1.8 3 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: Dsr 2.35.3.1 4 Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Dsr 2.25(A) 5 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. Dsr 2.27 6 Boring With Hydraulic Piling Rigs With Power Units, Providing And Installing Cast In Situ Single Under Reamed Piles Of Specified Diameter And Length Below Pile Cap In M-25 Cement Concrete, To Carry A Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Boring With Bentonite Solution And The Length Of The Pile To Be Embedded In Pile Cap Etc. All Complete. (Length Of Pile For Payment Shall Be Measured Upto To The Bottom Of Pile Cap) : 300 Mm Dia Piles Dsr 20.3.1 7 Vertical Load Testing Of Piles In Accordance With Is 2911 (Part Iv) Including Installation Of Loading Platform By Kentledge Method And Preparation Of Pile Head Or Construction Of Test Cap And Dismantling Of Test Cap After Test Etc. Complete As Per Specification & The Direction Of Engineer In-Charge. 1.Initial Test Dsr 20.6.1 8 Vertical Load Testing Of Piles In Accordance With Is 2911 (Part Iv) Including Installation Of Loading Platform By Kentledge Method And Preparation Of Pile Head Or Construction Of Test Cap And Dismantling Of Test Cap After Test Etc. Complete As Per Specification & The Direction Of Engineer In-Charge. 2.Routine Test Dsr 20.6.1.2 9 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 5.1.2 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii): 3 Graded Stone Aggregate 20 Mm Nominal Size) Dsr 5.1.2 10 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. Dsr 5.9.1 11 Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 5.2.2 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size) Dsr 5.2.2 12 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. Dsr 5.9.6 13 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size). Dsr 5.3 14 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers Dsr 5.9.5 15 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Suspended Floors, Roofs, Landings, Balconies And Access Platform Dsr 5.9.3 16 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. Dsr 5.22.6 17 Brick Work With Bricks Of Class Designation 15 (Class-150) In Foundation And Plinth In: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand (Fm 1.50 To 2.00)) Dsr Ar 18 Brick Work With Bricks Of Class Designation 15 (Class-150) In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In : Cement Mortar 1:6 (1 Cement : 6 Coarse Sand (Fm 1.50 To 2.00)) Dsr Ar 19 Half Brick Masonry With Bricks Of Class Designation 15 (Class-150) In Superstructure Above Plinth Level Up To Floor V Level. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand (Fm 1.50 To 2.00)) Dsr Ar 20 12 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 1:6(1 Cement: 6 Coarse Sand) Dsr 13.4.2 21 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 1:6(1 Cement: 6 Coarse Sand) Dsr 13.5.2 22 Add For Plaster Drip Course/ Groove In Plastered Surface Or Moulding Tor.C.C. Projections. Dsr 5.30 23 Providing And Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Is : 15622 (Thickness To Be Specified By The Manufacturer ) Of Approved Make In All Colors, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Dsr 11.37A 24 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming Tois: 15622 (Thickness To Be Specified By The Manufacturer), Of Approvedmake, In All Colours, Shades Except Burgundy, Bottle Green, Black Ofany Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Stepsand Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm,Including Pointing In White Cement Mixed With Pigment Of Matching Shadecomplete. Dsr 8.31 25 Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Bespecified By The Manufacturer) With Water Absorption Less Than 0.08%And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades,Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand),Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting Thejoints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm Dsr 11.41A.3.1 26 Providing And Laying Polished Granite Stone Flooring In Required Designand Patterns, In Linear As Well As Curvilinear Portions Of The Building Allcomplete As Per The Architectural Drawings With 18 Mm Thick Stone Slabover 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With Whitecement Slurry Admixed With Pigment Of Matching Shade Includingrubbing, Curing And Polishing Etc. All Complete As Specified And Asdirected By The Engineer-In-Charge. Polished Granite Stone Slab Of Colour Black, Cherry/Rubyred Or Equivalent Dsr 11.56.1 27 Providing And Fixing Factory Made Upvc Glazed/Wire Mesh Windows/Doors Comprising Of Lead Free Upvc Multi-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profiles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profiles And 2.10 Mm For Series R3 And R4 Profiles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steel Section Made Of Required Shape & Size As Per Cpwd Specification, Upvc Extruded Glazing Beads, Interlocks And Inline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Countersunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fixing Frame To Finished Wall As Per Is 1367 : Part 1 To 14, Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame, Sash & Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specification & Direction Of Engineer-In-Charge. Section Of Steel Reinforcement And Cross Sections Of Upvc Profiles To Be As Per Design Approved By Engineer-In-Charge. Wire Mesh / Glazing Of Plain/ Toughened/ Laminated/ Double Glass Unit With / Without High Performance Coatings As Per Design Requirements And Conforming To Is: 3548 & Is: 16231 Shall Be Paid Separately. Note:- Structural Design Proof Checked From A Government Engineering Institute, To Be Provided By The Manufacturer For : (I) Sites With Basic Wind Speed > 45 M/Sec As Per Is 875 – Part 3 (Ii) Sites With Structure Height More Than 20M For All Wind Speeds. Three Track Three Panels Sliding Window With Two Glazed & One Wire Mesh Panels With Aluminium Channel For Roller Track, Wool Pile, Nylon Rollers With Ss 304 Body. Using R3 Series With Frame (98Mm & Above) X (40Mm & Above) & Both Glazed And Fly Screen Sash (30Mm & Above) X (55Mm & Above) With Zinc Alloy (Zamak) Powder Coated Handle On Every Glazed Panel Along With Multi-Point Locking System. (Height Upto 1.2M). Dsr 9.147.A4.1 28 Three Track Three Panels Sliding Door With Two Glazed & One Wire Mesh Panels With Aluminium Channel For Roller Track, Wool Pile, Zinc Alloy (Zamak) Powder Coated Handle On Two Panels Along With Multi-Point Locking System, Adjustable Nylon Rollers With Ss 304 Body. Using R3 Series With Frame (98 Mm & Above) X (40 Mm & Above) & Both Glazed And Fly Screen Sash (30 Mm & Above) X (74 Mm & Above). (Height Upto 2.5 Metre). Dsr 9.147.B3.1 29 Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge . (Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item): With Float Glass Panes Of 5 Mm Thickness (Weight Not Less Than 12.50 Kg/Sqm) Dsr 21.3.2 30 Filling The Gap In Between Aluminium/ Stone/ Wood Frame And Adjacent Rcc/Brick/ Stone/ Wood/ Ceramic/ Gypsum Work By Providing Weather/Structural Non Sag Elastomeric Pu Sealant Over Backer Rod Of Approved Quality As Per Architectural Drawings And Direction Of Engineer-In-Charge Complete, Complying To Astm C920, Din 18540- F & Iso 11600. Upto 5Mm Depth And 5 Mm Width Dsr 21.19.1 31 Providing And Fixing Fly Proof Galvanized M.S. Wire Gauge To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia 0.63 Mm All Complete. With 12 Mm Mild Steel U Beading Dsr 9.51.2 32 Distempering With Oil Bound Washable Distemper Of Approved Brandand Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Dsr 13.41.1 33 Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqmover And Including Priming Coat Of Exterior Primer Applied@ 2.20 Kg/10 Sqm) Dsr 13.46.1 34 Providing And Applying White Cement Based Putty Of Average Thickness1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wallsurface To Prepare The Surface Even And Smooth Complete. Dsr 13.80 35 Providing And Laying Integral Cement Based Water Proofing Treatmentincluding Preparation Of Surface As Required For Treatment Of Roofs,Balconies, Terraces Etc Consisting Of Following Operations: Applying A Slurry Coat Of Neat Cement Using 2.75 Kg/Sqm Ofcement Admixed With Water Proofing Compound Conformingto Is. 2645 And Approved By Engineer-In-Charge Over The Rccslab Including Adjoining Walls Upto 300 Mm Height Includingcleaning The Surface Before Treatment.(B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 25 Mm To 115 Mm. With Average Thickness Of 120Mm & Minium Thickness At Khurra As 65 Mm Dsr 22.7.1 36 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate Of 20 Mm Nominal Size) Over P.V.C. Sheet 1 M X1 M X 400Micron, Finished With 12 Mm Cement Plaster 1:3 (1 Cement : 3 Coarsesand) And A Coat Of Neat Cement, Rounding The Edges And Makingand Finishing The Outlet Complete.M Dsr 12.22 37 Providing Gola 75X75 Mm In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Stone Aggregate 10 Mm And Down Gauge), Including Finishing With Cement Mortar 1:3 (1 Cement : 3 Fine Sand) As Per Standard Design : In 75X75 Mm Deep Chase. Dar 12.21.1 38 Supplying, Fabricating, Transporting, Hoistingand Fixing In Position Good Quality Of 70 Mm Redsandstone In Various Elements For All Levels.Stone Shall Be Free From Cracks, Lines Stains Andeven In Shade For Each Element. The Stone Shall|Be Fine Grained And Reddish Or Buff-Colored(Locally Available). The Work Shall Be Carried Outas Per Attached Drawings With Different Process|Of I.E Carving (Manual/ By Machine), Ornamentalwork, Traditional Work, Figure Work (Any Type,Any Size), Cnc Cutting, Moulding. The Carvingand Molding Work Shall Be Of Very Good Quality.|The Stones To Be Fixed In Line, Level And Plumb Inall Respect With The Use Of Brass Clamps, Pins, (To|Be Paid Separetely) Dowels, Cement Slurry With|Matching Pigment And Epoxy Of Akemigermany, Ardex Endura, Myk Laticrete Orjapproved Make As Required And As Approved Bythe Architects. Dsr Ar 39 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, With 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 Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests Dsr 17.1.1 40 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 Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required : 17.2.1 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid Dsr 17.2.1 41 Providing And Fixing Wash Basin With C.I. 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 550X 400 Mm With Single 15 Mm C.P. Brass Pillar Tap Dsr 17.7.4 42 Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete 32 Mm Dia C Dsr-17.28.1.1 43 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138 Mm, Breadth 102 Mm, Height Of 75 Mm With Concealed Fitting Arrangements. Weighing Not Less Than 106 Gms. Dsr 18.65 44 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. Dsr 17.31 45 Providing And Fixing 8 Mm Dia C.P. / S.S. Jet With Flexible Tube Upto 1 Metre Long With S.S. Triangular Plate To Eureopean Type W.C. Of Quality And Make As Approved By Engineer - In -Charge. Dsr 17.16A 46 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 Engineer In Charge. External Work. 100 Mm Nominal Inner Dia Pipes Dsr 18.9.9 47 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 Engineer In Charge. External Work. 80 Mm Nominal Inner Dia Pipes Dsr 18.9.8 48 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron/Cast Iron (Spun) Pipe Embedded In And Including Cement Concrete Blocks 10X10X10 Cm Of 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), Including Cost Of Cutting Holes And Making Good The Walls Etc. For . 100 Mm Dia Pipes Dsr 17.37.1 49 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron/Cast Iron (Spun) Pipe Embedded In And Including Cement Concrete Blocks 10X10X10 Cm Of 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), Including Cost Of Cutting Holes And Making Good The Walls Etc. For . 75 Mm Dia Pipes Dsr 17.37.2 50 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. 110 Mm Dia Pipes Dsr 12.41.2 51 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate Of 20 Mm Nominal Size) Over P.V.C. Sheet 1 M X1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 (1 Cement : 3 Coarse Sand) And A Coat Of Neat Cement, Rounding The Edges And Making And Finishing The Outlet Complete. Dsr 12.22 52 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised Pvc Rain Water Pipes By Means Of 50X50X50 Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length, Including Cutting Brick Work And Fixing In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) And Making Good The Wall Etc. Complete. 110 Mm Dsr 12.43.2 53 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. Internal Work - Exposed On Wall 25 Mm Nominal Outer Dia Pipes Dsr 18.7.3 54 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. Internal Work - Exposed On Wall 32 Mm Nominal Outer Dia Pipes Dsr 18.7.4 55 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. Internal Work - Exposed On Wall 40 Mm Nominal Outer Dia Pipes Dsr 18.7.5 56 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 Walls Etc. 18.8.1 15 Mm Nominal Outer Dia Pipes Dsr 18.8.1 57 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 Walls Etc. 20 Mm Nominal Outer Dia Pipes Dsr 18.8.2 58 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions 15 Mm Nominal Bore Dsr 18.21.2.1 59 Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Is:8931 : 18.49.1 15 Mm Nominal Bore Dsr 18.49.1 60 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 15 Mm Nominal Bore Dsr 18.50.1 61 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 18.53.1 15Mm Nominal Bore Dsr 18.53.1 62 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality (Screwed End) : 25 Mm Nominal Bore Dsr 18.17.1 63 Providing And Fixing Brass Stop Cock Of Approved Quality : 15 Mm Nominal Bore Dsr 18.16.1 64 Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Of Approved Brand And Manufacture 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. Dsr 18.48 65 Excavating Trenches By Mechinical / Manual Means Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, For All Depth, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M : All Kinds Of Soil,Pipes, Cables Etc. Exceeding 80 Mm Dia. But Not Exceeding 300 Mm Dia Dsr 2.10.1.2 66 Providing, Laying And Jointing Glazed Stoneware Pipes Class Sp-1 With Stiff Mixture Of Cement Mortar In The Proportion Of 1:1 (1 Cement : 1 Fine Sand) Including Testing Of Joints Etc. Complete : 19.1.1 100 Mm Diameter Dsr 19.1.1 67 Providing, Laying And Jointing Glazed Stoneware Pipes Class Sp-1 With Stiff Mixture Of Cement Mortar In The Proportion Of 1:1 (1 Cement : 1 Fine Sand) Including Testing Of Joints Etc. Complete 150 Mm Diameter Dsr 19.1.2 68 Providing And Laying Cement Concrete 1:5:10 (1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) All-Round S.W. Pipes Including Bed Concrete As Per Standard Design : 19.2.1 100 Mm Diameter S.W. Pipe Dsr 19.2.1 69 Providing And Laying Cement Concrete 1:5:10 (1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) All-Round S.W. Pipes Including Bed Concrete As Per Standard Design :150 Mm Diameter S.W. Pipe Dsr 19.2.2 70 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 300 X300 Mm Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design: With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 Dsr 19.4.2.1 71 Constructing Brick Masonry Manhole In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) With R.C.C. Top Slab With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), Foundation Concrete 1:4:8 Mix (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size), Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Finished With Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 Dsr 19.7.1.1 72 Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Mdular Type Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. Group A Dsr 1.10.3 73 Wiring For Light/ Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit Alongwith 1 No. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. Dsr 1.12 74 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required. 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire. Dsr 1.14.1 75 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required. 2 X 2.5 Sq. Mm + 1X 2.5 Sq. Mm Earth Wire. Dsr 1.14.2 76 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required. 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire. Dsr 1.14.4 77 Supplying And Fixing Metal Box Of 150 Mm X 75 Mm X 60 Mm Deep (Nominal Size) On Surface Or In Recess With Suitable Size Of Phenolic Laminated Sheet Cover In Front Including Providing And Fixing 3 Pin 5/6 A Socket Outlet And 5/6 A Piano Type Switch, Connections, Painting Etc. As Required. Dsr 1.29 78 Supplying And Fixing 20 Amps, 240 Volts, Spn, Industrial Type Socket Outlet, With 2 Poles And Earth Metal Enclosed Plug Top Along With 20 Amps. \C\ Curve, Sp Mcb In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet, And Complete With Connections, Testing And Commissioning Etc. As Required. Dsr 2.18 79 Supply And Fixing Two Module Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required. Dsr 1.25 80 Supply And Fixing Modular Blanking Plate On The Existing Modular Plate & Switch Box Excluding Modular Plate As Required. Dsr 1.26 81 Supply And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required : 20 Mm. Dsr 1.21.1 82 Supply And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required : 25 Mm. Dsr 1.21.2 83 Supply And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required : 32 Mm. Dsr 1.21.3 84 Supplying And Fixing 5 Amps. To 32 Amps. Rating, 240 Volts `C Series, Miniature Circuit Breaker (Mcb)Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. Single Pole Dsr 2.10.1 85 Supplying & Fixing Single Pole, Blanking Plate In The Existing Mcb Db Complete Etc. As Required. Dsr 2.11 86 Supplying And Fixing Following Rating, Double Pole, 240 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. 40 Amps Dsr 2.12.1 87 Supplying And Fixing Following Way, Sp&N, Sheet Steel, Mcb Distribution Board, 240 V On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb / Rccb / Isolator). 6 Way, Double Door Dsr 2.3.1 88 Supplying And Fixing Following Way, Horizontal Type Tp&N, Sheet Steel Mcb Distribution Board, 415 V On Surface /Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required (But Without Mcb / Rccb / Isolators). 4 Way (4 + 12), Double Door Dsr 2.4.1 89 Earthing With Gi Earth Plate 600Mm X 600 Mm X 6Mm Thick Including Accessories And Providing Masonary Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc, With Charcoal/ Coke And Salt As Required. Dsr 5.4 90 Supplying And Laying 25 Mm X 5 Mm. G.I. Strip At 0.50 Metre Below Ground As Strip Earth Electrode, Including Connection/ Terminating With G.I. Nut, Bolt, Spring, Washer Etc. As Required. (Jointing Shall Be Done By Overlapping And With 2 Sets Of G.I. Nut Bolt & Spring Washer Spaced At 50Mm) Dsr 5.9 91 Providing And Fixing 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Re-Filling Etc. As Required. Dsr 5.11 92 Providing And Fixing 25Mm X 5 Mm G.I Strip On Surface Or In Recess For Connections Etc. As Required. Dsr 5.15 93 Providing And Fixing M.V. Danger Notice Plate Of 200Mmx150Mm Made Of Mild Steel, Atleast 2Mm Thick And Vitreous Enamelled White On Both Sides And With Inscription Single Red Colour On Frlsont Side As Required. Dsr 2.21 94 Providing And Fixing Circular/ Hexagonal Cast Iron Or M.S. Sheet Box For Ceiling Fan Clamp, Of Internal Dia 140 Mm, 73 Mm Height, Top Lid Of 1.5 Mm Thick M.S. Sheet With Its Top Surface Hacked For Proper Bonding, Top Lid Shall Be Screwed Into The Cast Iron/ M.S. Sheet Box By Means Of 3.3 Mm Dia Round Headed Screws, One Lock At The Corners. Clamp Shall Be Made Of 12 Mm Dia M.S. Bar Bent To Shape As Per Standard Drawing. Dsr Civil 10.18 95 Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections Butexcluding Modular Plate Etc. As Required. 5/6 A Switch Dsr 1.24.1 96 Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections Butexcluding Modular Plate Etc. As Required. 3 Pin 5/6 A Socket Outlet Dsr 1.24.4 97 Supplying And Fixing Following Size/ Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 1 Or 2 Module (75Mmx75Mm) Dsr 1.27.1 98 Installation, Testing And Commissioning Of Pre-Wired, Flourescent Fitting / Compact Fluorescent Fitting Of All Types, Complete With All Accessories And Tubes Etc. Directly On Ceiling / Wall, Including Connection With 1.5 Sq. Mm. Frls Pvc Insulated, Copper Conductor, Single Core Cable And Earthing Etc. As Required. Dsr 1.41 99 Installation, Testing And Commissioning Of Ceiling Fan Including Wiring The Down Rod Of Standard Length (Upto 30 Cm.) With 1.5 Sq. Mm. Frls Pvc Insulated, Copper Conductor, Single Core Cable, Including Providing And Fixing Phenolic Laminated Sheet Cover On The Fan Box Etc. As Required. Dsr 1.45 100 Supply, Installation, Testing And Commissioning Of 1200 Mm Sweep, Bee 5 Star Rated, Ceiling Fan With Brush Less Direct Current (Bldc) Motor, Class Of Insulation: B, 3 Nos. Blades, 30 Cm Long Down Rod, 2 Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Power Factor Not Less Than 0.9, Service Value (Cmm/W) Minimum 6.85, Air Delivery Minimum 215 Cmm, 350 Rpm (Tolerance As Per Is : 374-2019), Thd Less Than 10%, Remote Or Electronic Regulator Unit For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 Degree C (Max.), Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Earthing Etc. Complete As Required. Dsr 19.1 101 Supply Of Led Tube Light With Metal Heavy Duty Box Type Batten Light Fitting 2X22 Watt Suitable For Upto 2X22 Watt Led Polycarbonate Tube Light Complete Including Tube Suitable For Both Surface & Suspended Complete In All Respect. Mr 102 Supply Of Recess/Surface Mounting Round 10 W To 15 W Led Cut Out Min 125 Mm, Height Min. 40Mm, Led Down Lighiter Having Powder Coated Die Cast Aluminium Housing With Heat Shink,Diffuser/Reflector And Driver Set. Suitable For 24Hr Continuous Operation, Complete In All Respect. Mr 103 Supply And Laying Of Aluminium Conductor Pvc Insulated Armoured Served Sheathed Cables 1100 Volts Grade At A Depth Of 750 Mm Below Ground Level Over A Cushion Of 75 Mm. Thick Sand All Around And Protected With Burnt Bricks On Sides And On Top. On Surface The Cable Run Shall Be Fixed On M.S. Clamps Etc. Of Suitable Size Or As Directed By The Engineer-Incharge, Complete In All Respect. The Armouring Of The Cable Shall Be Properly Connected With The Earth Conductor By Clamps Etc. 16 Sq. Mm 4 Core Mr 104 Supply And Laying Of Aluminium Conductor Pvc Insulated Armoured Served Sheathed Cables 1100 Volts Grade At A Depth Of 750 Mm Below Ground Level Over A Cushion Of 75 Mm. Thick Sand All Around And Protected With Burnt Bricks On Sides And On Top. On Surface The Cable Run Shall Be Fixed On M.S. Clamps Etc. Of Suitable Size Or As Directed By The Engineer-Incharge, Complete In All Respect. The Armouring Of The Cable Shall Be Properly Connected With The Earth Conductor By Clamps Etc. 35 Sq. Mm 3-1/2 Core Mr 105 Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. 16 Sq. Mm 4 Core Dsr 9.1.33 106 Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. 3½ X 35 Sq. Mm (35Mm) Dsr 9.1.21 107 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class-150 In Foundation And Plinth In: Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Dsr 6.1.1 108 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Slab Dsr 5.9.20 109 Cement Plaster 1:3 (1 Cement: 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement. 20Mm Thick Dsr 13.9.2 110 Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 40 Mm Thick With 20 Mm Nominal Size Stone Aggregate Dsr 11.3.1 111 Providing M.S. Foot Rests Including Fixing In Tank With 20X20X10 Cm Cement Concrete Blocks 1:3:6 (1 Cement:3 Coarse Sand :6Graded Stone Aggregate 20 Mm Nominal Size) As Per Standard Design With 20X20 Mm Square Bar Dsr 19.15.1 112 500 Mm Diameter C.I. Cover (Medium Duty) The Cover To Be Not Less Than 58 Kg Dsr 19.18.2 113 C.I. Plain Bend (Dsr 17.39.1.2) Dsr 17.39.1.2 114 Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design. With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 (Dsr 19.32.1) Dsr 19.32.1 115 Providing And Fixing Precast Rcc Garden Benches With Hand Rest, Each Bench Consists Of 2Nos. L-Shape Base Support In Grey Cement Colour Of Size 80Mm X 450Mm X 890 Mm And Base Width 690Mm, 1 No. Rcc Plank In Red Colour Of Size 1500Mm X 400Mm X 50Mm, And 1 No. Rcc Plank In Red Colour Of Size 1500Mm X 425Mm X 50Mm. Seating Length Of The Bench Is 1500Mm, Seating Height Of The Bench Is 450Mm And Total Height Of The Bench Is 1000Mm As Per Drawing Attached, Finishing Etc Complete And As Per The Direction Of Engineer-In-Charge. Mr 116 Supplying, Assembling, Lowering And Fixing In Vertical Position In Bore Well, Unplasticized Pvc Medium Well Casing (Cm) Pipe Of Required Dia, Conforming To Is: 12818, Including Required Hire And Labour Charges, Fittings & Accessories Etc. All Complete, For All Depths, As Per Direction Of Engineer -In-Charge. (I) 110 Mm Nominal Size Dia (Dsr 23.3.1) 117 Supplying, Assembling, Lowering And Fixing In Vertical Position In Bore Well Unplasticized Pvc Medium Well Screen (Rms) Pipes With Ribs, Conforming To Is: 12818, Including Hire & Labour Charges, Fittings & Accessories Etc. All Complete, For All Depths, As Per Direction Of Engineer-In-Charge. (I) 110 Mm Nominal Size Dia. (Dsr 23.4.1) 118 Supplying, Filling, Spreading & Leveling Coarse Sand Of Size Range 1.5 Mm To 2 Mm In Recharge Pit, In Required Thickness Over Gravel Layer, For All Leads & Lifts, All Complete As Per Direction Of Engineer -Incharge. (Dsr 23.7) 119 Providing And Fixing Suitable Size Threaded Mild Steel Cap Or Spot Welded Plate To The Top Of Bore Well Housing/ Casing Pipe, Removable As Per Requirement, All Complete For Borewell Of: 100 Mm Dia (Dsr 23.13.1) 120 Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. 32 Mm Dia Nominal Bore (Dsr 18.12.4) 121 Providing And Fixing M.S. Clamp Of Required Dia To The Top Of Casing/ Housing Pipe Of Tubewell As Per Is: 2800 (Part I), Including Necessary Bolts & Nuts Of Required Size Complete. 100 Mm Clamp (Dsr 23.14.1) 122 Providing And Fixing Bail Plug/ Bottom Plug Of Required Dia To The Bottom Of Pipe Assembly Of Tubewell As Per Is:2800 (Part I). 100 Mm Clamp (Dsr 23.15.1) 123 S/F 1.5 H.P. Submersible Pump With Control Pannel, Cable, Columnpipe And All Accessories Complete. Mr 124 S/F Of Finolex Of Copper Cable Isi Marked Submersible Cable Size 4Sqm 4Core. Mr 125 Excavation Work By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soils As Directed, Within A Lead Of 50 M. Dsr 2.9.1 126 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 Dsr 8.14.1.5 127 Providing And Fixing Stainless Steel Cramps Of Required Size And Shape For Anchoring Stone Wall Lining To The Backing Or Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases In Stone And Holes In Walls Wherever Required. Dsr 8.15 128 Providing And Fixing Copper Pins 7.5 Cm Long 6 Mm Diameter For Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases. Dsr 8.16 129 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished,Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanitycounters, Window Sills , Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cementmortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement,Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing,Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels.Area Of Slab Over 0.50 Sqm (Granite Of Any Shade) Dsr 8.2.2.2 130 Cost Of Stone Writing. Mr 131 S/F Of Decorative 8To 16 Watt Led Bollard Luminaire With Driver Set Confirming To Ip 65 Protection Complete In All Respect. Mr 132 S/F Of Factory Wired Led Flood Light Luminaries With Die Cast Aluminium Housing Built With Driver Set Suitable For 40To50Watt Confirming T Ip 65/66 Protection Complete In All Respect. Mr 133 Preparation And Consolidation Of Sub Grade With Power Road Roller Of 8 To 12 Tonne Capacity After Excavating Earth To An Average Of 22.5 Cm Depth, Dressing To Camber And Consolidating With Road Roller Including Making Good The Undulations Etc. And Re-Rolling The Sub Grade And Disposal Of Surplus Earthwith Lead Upto 50 Metres. Dsr 16.1 134 Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand. Complete All As Per Direction Of Engineer-In-Charge. 80 Mm Thick C.C. Paver Block Of M-30 Grade With Approved Color Design And Pattern. Dsr 16.91.2 135 Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Including Making Joints With Or Without Grooves (Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5 Mm), Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineerin- Charge (Length Of Finished Kerb Edging Shall Be Measured To Calculate Volume For Payment). (Precast C.C. Kerb Stone Shall Be Approved By Engineer-In-Charge). Dsr 16.69 136 Trenching In Ordinary Soil Up To A Depth Of 60 Cm Including Removal And Stacking Of Serviceable Materials And Then Disposing Of Surplus Soil, By Spreading And Neatly Leveling Within A Lead Of 50 M And Making Up The Trenched Area To Proper Levels By Filling With Earth Or Earth Mixed With Sludge Or/And Manure Before And After Flooding Trench With Water (Excluding Cost Of Imported Earth, Sludge Or Manure). Dsr-2020 (H &L) 137 Supplying And Stacking Of Good Earth At Site Including Royalty But Including Carriage 1Km (Earth Measusred In Stacks Will Be Reduced By 20% For Payment). Dsr-2020 (H &L) 138 Supplying And Stacking At Site Dump Manure From Approved Source, Including Carriage Up To 1 Km (Manure Measured In Stacks Will Be Reduced By 8% For Payment) : Screened Through Sieve Of I.S. Designation 16 Mm Dsr-2020 (H &L) 139 Mixing Earth And Sludge Or Manure In The Required Proportion Specified Or Directed By The Officer-In-Charge.. Dsr-2020 (H &L) 140 Spreading Of Sludge, Dump Manure And/Or Good Earth In Required Thickness As Per Direction Of Officer-In-Charge (Cost Of Sludge, Dump Manure And/ Or Good Earth To Be Paid Separately). Dsr-2020 (H &L) 141 Rough Dressing The Trenched Ground Including Breaking The Clods. Dsr-2020 (H &L) 142 Fine Dressing The Ground Dsr-2020(H &L) 143 Digging Holes In Ordinary Soil And Refilling The Same With The Excavated Earth Mixed With Manure Or Sludge In The Ratio Of 2:1 By Volume (2 Parts Of Stacked Volume Of Earth After Reduction By 20% : 1 Part Of Stacked Volume Of Manure After Reduction By 8%) Flooding With Water, Dressing Including Removal Of Rubbish And Surplus Earth, If Any, With All Leads And Lifts (Cost Of Manure, Sludge Or Extra Good Earth If Needed To Be Paid For Separately) :Holes 90 Cm Dia, And 90 Cm Deep Dsr-2020 (H &L) 144 Preparation Of Beds For Hedging And Shrubbery By Excavating 60 Cmdeep And Trenching The Excavated Base To A Further Depth Of 30 Cm, Refilling The Excavated Earth After Breaking Clods And Mixing With Sludge Or Manure In The Ratio Of 8:1 (8 Parts Of Stacked Volume Of Earth After Reduction By 20% : One Part Of Stacked Volume Of Sludge Or Manure After Reduction By 8%), Flooding With Water, Filling With Earth If Necessary, Watering And Finally Fine Dressing, Leveling Etc. Including Stacking And Disposal Of Materials Declared Unserviceable And Surplus Earth By Spreading And Leveling As Directed, Within A Lead Of 50 M, Lift Up To 1.5 M Complete (Cost Of Sludge, Manure Or Extra Earth To Be Paid For Separately). Dsr-2020 (H &L) 145 Providing And Stacking Of Hamelia (10X10X600Mm) As Per Direction Of The Officer-In-Charge. Mr 146 Providing And Stacking Of Casurina Topiary (300X300X1800Mm) As Per Direction Of The Officer-In-Charge. Mr 147 Providing And Stacking Of Plumeria Alba Bushy (300X300X2400Mm ) As Per Direction Of The Officer-In-Charge. Mr 148 Providing And Stacking Of Ground Cover Grass As Per Direction Of The Officer-In-Charge. Mr
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 2
Uttar Pradesh View Result →
39.
Rural Development #11132498 AOC
Tender For 70. Sonwadi Supe Sonwadi Baramati Rasta Te Ramdas More Vasti To Gavthan Rasta. Tal. Baramati - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. 2 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 3 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 4 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 6 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 7 Providingand laying concrete pipes of I.S.NP. class of 300mm diaMetre in proper line, levelandslopeincludingnecessarycollars,excavation,laying,fixingwithcollarsincement mortar 1:1 and refilling the trench complete. 8 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 9 Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) 10 BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 11 SOIL / MURUM. 1)Sieve Analysis 12 SOIL / MURUM. 2)Liquid limit & plastic Limit. 13 Royalty For Soft Murum 14 Royalty For Hard Murum 15 Royalty For Murum at Site
Contract Date: May 21, 2026 Contract Value : ₹ 12.92 Lakh
Government Departments No of Bidders 9
Maharashtra View Result →
40.
Rural Development #11131293 AOC
Tender For 4. Dhumalwadi Ahilyanagar Main Road To Pradip Kokre Ghar Road Tal Baramati - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 3 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, Steel centering, 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 fine aggregate (Crushed sand VSI Grade)(Non SCADA Item) 4 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 5 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 6 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 7 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diaMetrein proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. 8 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 9 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 10 SOIL / MURUM. 1)Sieve Analysis 11 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 12 Royalty For Hard Murum 13 Royalty For Murum at Site
Contract Date: May 20, 2026 Contract Value : ₹ 8.86 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
41.
Defence #11118319 AOC
Bids Are invited for Test Sieves As Per Is 460 (Part 1 And Part 2) Total Quantity : 987
Contract Date: Ref. Documents Contract Value : ₹ 13.76 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 3
Punjab View Result →
42.
Agriculture #11117984 Technical Bid
Tender for Procurement Of Filter Paper, Glassware, Plasticware Etc. For Establishment Of Static Soil Testing Laboratory At Monpathar Sector Office Near Cev, Birchandra Manu Under South Tripura District For The Year 2025-26 , Glassware (Borosilicate) , 1 Ml Graduated Pipette , 2 Ml Graduated Pipette , 5 Ml Graduated Pipette , 10 Ml Graduated Pipette , 20 Ml Graduated Pipette , Burette (25 Ml Borosilicate Glass With Ptfe Stopcock) , Burette (50 Ml Borosilicate Glass With Ptfe Stopcock) , 10 Ml Measuring Cylinder , 25 Ml Measuring Cylinder , 50 Ml Measuring Cylinder , 100 Ml Measuring Cylinder , 250 Ml Measuring Cylinder , 500 Ml Measuring Cylinder , 1000 Ml Measuring Cylinder , 100 Ml Conical Flask , 250 Ml Conical Flask , 500 Ml Conical Flask , 50 Ml Beaker With Spout , 100 Ml Beaker With Spout , 250 Ml Beaker With Spout , 25 Ml Volumetric Flask , 50 Ml Volumetric Flask , 100 Ml Volumetric Flask , 1000 Ml Volumetric Flask , 2000 Ml Volumetric Flask , Funnel(120 Mm Dia) , Funnel(60 Mm Dia) , Graduated Test Tube(50 Ml) , Glass Rod (6 Inch ) , Glass Rod (12 Inch ) , Wash Bottle (500Ml) , Wash Bottle (1000Ml) , Borosilicate Glass Reagent Bottle With Cap (5000 Ml) , Borosilicate Glass Reagent Bottle With Cap (10000 Ml) , Borosilicate Glass Reagent Bottle With Cap (20000 Ml) , Plastic Wares (Polypropylene) , Funnel(60 Mm Small Size, Short Stem) , Graduated Test Tube With Plastic Cork(50Ml) , Graduated Test Tube Stand(At Least 12 Test Tubes Of 50 Ml Keeping Capacity) , Scoop With Spatula (1G ) , Scoop With Spatula (5G ) , Scoop With Spatula (10G ) , Dropper(Box) , Dropper , Sieve,Brass Made With Lid And Receiver(10 Mesh) , Pipette Rack, Horizontal, Chemical Resistant , Burette Stand And Clamp,Chemical Resistant , Soil Sample Tray,Capacity - 540X435x130 Mm , Soil Sample Tray,Capacity - 360X310x130 Mm , 50 Ml Beaker With Spout , 100 Ml Beaker With Spout , 500 Ml Beaker With Spout , 1000 Ml Beaker With Spout , 50 Ml Volumetric Flask With Cap , 100 Ml Volumetric Flask With Cap
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Tripura View Result →
43.
Public Administrative Department #11103143 Price Bid
Participation Of Citizens In Ward No 27 Rahatni Sarthi Helpline Your Government P G Portal And Other Repairrel 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 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 second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding 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 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 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and with frame fixed in cement concretewith R.C.C. Cover medium duty 140 Kilogram with frame etc complete. Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (225 Kilogram) Providing and fixing reinforced cement concrete cover of size 60 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (160 Kilogram) Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shadeetc. complete. Ground Floor 106,936.20 Hire Charges for tractor with trolly including operator, disel, oil and other necessary maintainance, labour etc.complete PandM-A51 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete. Removing and refixing interlocking concrete paver blocks of all thickness of plain finish/colour or any size and shape, fixing on 50 mm stone grit bedding laid in proper position, levelling ,filling joints with stone dust compacting by compactor as per IRC- 63, cleaning including loading unloading, transporting etc. complete. as directed by engineer in charge. (As per approved R.A.) Repairing of old circular Manhole Chambers including Providing and constructing B.B. Masonary in CM 1:6, 20 mm thick plastering in CM 1:4 and coping in CC 1:2:4 with filling the Premix Polymer Modified Bitumen (Cold Mix) Material with 6.50 % Biutmen 60/70 (40 mm thick) around the frame (1.00 m x 1.00 m) including Excavation including excavation, fixing in position SFRC Circular Manhole Frame and Cover of 560 mm dia etc. Complete. ( Depth 0.50 m) (as per approved R.A.) Complete Providing and fixing frame and cover BASIC TEST OF CEMENT - Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial and Final Compressive Strength, Soundness. BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity,Impact Value Crushing Value. FINE AGGREGATE.Fineness Modulus ( Sieve Analysis ),Silt and Clay Content BRICKS Water Absorption Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks). CONCRETE Compressive Strength OF C.C. Cube (Set 3 cubes).
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
Maharashtra View Result →
44.
Power #11096389 AOC
Tender for Supply Of Hard Broken Stone Ballast 40 Mm Size For Railway Track No.10 & 11 At Aip Siding. , Supply Of Hard Broken Stone Ballast 40 Mm Size For Railway Track No. 10 & 11 At Aip Siding. , Hard Broken Stone Ballast 40 Mm Size For Railway Track No. 10 & 11 At Aip Siding. Technical Specification: Basic Quality: Ballast Should Be Hard Durable And As Possible Angular Along Edges / Corners, Free From Weathered Portions Of Parent Rock, Organic Impurities And Inorganic Residues. Particle Shape: Ballast Should Be Cubical In Shape As Far As Possible. Individual Pieces Should Not Be Flaky And Should Have Generally Flat Faces With Not More Than Two Rounded / Sub Rounded Faces. Mode Of Manufacture: Ballast For All Bg Lines And Running Lines Shall Be Machine Crushed. Note: Scope Of Supply Includes Conductive, Sieve Test At Site, And Stacking Of Ballast In Required Location.
Contract Date: May 14, 2026 Contract Value : ₹ 38.93 Lakh
Boards / Undertakings / PSU No of Bidders 2
Tamil Nadu View Result →
Telangana View Result →
46.
Rural Development #11076598 AOC
Tender For 16. Morgaon Road Te Mulmule Vasti Rasta Tal-Baramati - Supplying hard murum/ kankar at the road site, including conveying and stacking complete 2 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 3 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 5 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 6 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 7 BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 8 SOIL / MURUM. 1)Sieve Analysis 9 SOIL / MURUM. 2)Liquid limit & plastic Limit. 10 Royalty For Hard Murum 11 Royalty For Murum at Site
Contract Date: May 13, 2026 Contract Value : ₹ 10.74 Lakh
Government Departments No of Bidders 7
Maharashtra View Result →
47.
Petroleum and Natural Gas #11060967 AOC
Bids Are invited for Bore Hole GL to 10m depth , Bore Hole 10m to 20m depth , Hard Rock Bore Hole , Trial Pit , Collection of Undisturbed Sample , Collection of Disturbed sample , Earth Resistivity Test , Standard Penetration Test , Natural Moisture Content Test , Determination of Atterberg Limits , Specific Gravity Test , Dry and Bulk density Test , Consolidating Tests , Grain size analysis GSA mechanical Sieve , Grain size analysis GSA hydrometer analysis , Standard Proctor Test , Modified Proctor Test , Direct shear test , Triaxial Test UU , Unconfined Compression Tests , chemical analysis Soil , chemical analysis ground Water , Free Swell Test , CBR test of subgrade soil , Porosity of rock samples , Water Absorption of rock samples , unconfined compressive strength tests Rock , Dry Density Test Rock , Point Load Index Rock , Specific Gravity test Rock , Plate load test , Soil Investigation Report , Key Plan drawing , Boundary Marking of 13 acres , Topographic survey 13 acres , Boundary wall pillar , Bench mark pillar Total Quantity : 1608
Contract Date: Ref. Documents Contract Value : ₹ 7.65 Lakh
Boards / Undertakings / PSU No of Bidders 8
Rajasthan View Result →
48.
Defence #11060157 AOC
Bids Are Invited For 1 Geophysical Investigation Carrying Out Seismic Refraction Tests Srt As Per Is 15681 Along Defined Llines And Submission Of Geophysical Investigation Report With Details Location Of Srt Lines Details Of Stratification Cross Sections With Proper Colour Coding And Correlation To Strata Type 2 Geotechnical Investigations Conducting Geotechnical Investigation By Drilling Boreholes In All Types Of Soil Boulder Rocky Strata As Per Is 1892 2021 With Minimum Bore Diameter Of Hx Size At Specified Locations Including Conducting Spt Is Soil Strata Core Logging Providing Core Boxes Storing The Samples In Core Boxes Arranging Water For Drilling Collection Of Representative Samples Conduction Laboratory Tests And Submission Of Test Report 3 Conducting Laboratory Tests On Collected Soil Rock Samples Number Of Test Depends On The Sample Collection Prepration And Submission Of Geotechnical Investigation Report I Sieve Analysis Soil Ii Natural Moisture Content Soil Iii Bulk Dry Density Soil And Rock Iv Specific Gravity Soil V Atterberg Limits Ll Pl Pi Cohesive Soil Vi Direct Shear Test For Non Cohesive Soils Vii Unconsolidated Undrained Test For Soft To Stiff Cohesive Samples Viii Water Absorption Rock Ix Density Rock X Ucs And Point Load Rock 4 Topographic Surveying Determining The Relative Locatios Of Points Places On The Earth Surface By Measuring Horizontal Distances Differences In Elevation And Directions 5 Conducting Slope Stability Analysis Of Site And Submission Of Slope Stability Analysis Report Alongwith Mitigation Protection Measures Alongwith Vetting Of Design Report From Iit Nit Total Quantity : 24
Contract Date: Ref. Documents Contract Value : ₹ 3.65 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 6
Himachal Pradesh View Result →
49.
Rural Development #11055553 AOC
Tender For 13.Karunj Santosh Sakharam Shinde House To Balu Bappu Lagal House Road Maval - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 3 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, Steel centering, 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 fine aggregate (Crushed sand VSI Grade)(Non SCADA Item) 4 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 5 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 6 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 7 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 8 Providingand laying concrete pipes of I.S.NP. class of 300mm diaMetre in proper line, levelandslopeincludingnecessarycollars,excavation,laying,fixingwithcollarsincement mortar 1:1 and refilling the trench complete. 9 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 10 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 11 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 12 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 13 Royalty For Hard Murum 14 Royalty For Murum at Site
Contract Date: Jun 11, 2026 Contract Value : ₹ 8.86 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
50.
Rural Development #11055552 AOC
Tender For 14. Improvement Of Internal Road At Shirgaon Tal. Maval - Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 3 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 4 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 6 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, Steel centering, 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 fine aggregate (Crushed sand VSI Grade)(Non SCADA Item) 7 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 8 Providingand laying concrete pipes of I.S.NP. class of 300mm diaMetre in proper line, levelandslopeincludingnecessarycollars,excavation,laying,fixingwithcollarsincement mortar 1:1 and refilling the trench complete. 9 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 10 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 11 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 12 Royalty For Hard Murum 13 Royalty For Murum at Site
Contract Date: Jun 11, 2026 Contract Value : ₹ 8.87 Lakh
Government Departments No of Bidders 7
Maharashtra View Result →
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