Directorate Of Municipal Administration Tender

004 - Extra for chipping for every additional thickness of 25mm or part thereof bayond 50mm average depth

005 - Cleaning of reinforcement from rust by Alkaline solution thoroughly as per direction of Engineer in charge of work. (SR 2021-22 - Vol-2,Page No. 185, Item No.20.120)

006 - Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (SR 2021-22 - Vol-2,Page No. 84, Item No.11.32)

007 - Providing and applying a SBR based bonding coat of 1.5 cement : 1 SBR by weight of approved equivalent constructions chemical to the existing dismantled/cleaned surface.

008 - Providing and laying prebagged polymer modified cementitious mortar in stages over the treated surface with proper compaction and finish upto all heights including all materials labours and tool in layers not exceeding 25mm upto 50-60mm total thickness.

009 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Depth exceeding 1.5 m, but not exceeding 3 m (SR 2021-22 - Vol-1,Page No. 10, Item No.1.19.2)

010 - Providing and laying in position Reinforced cement concrete of M25 Design Mix for raft, footings, beams below ground level in GLSR Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality,confirming to the requirements of relevant IS codes , labour, strutting,plywood / steel form work , Usage charges of achinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately)(Minimum cement content: 340 kgs (6.80 bags).(KUWS &DB SR for the year 2021-22. SOR CODE. I040A P.No. 116)

011 - Providing and laying in position Reinforced cement concrete M30 Design Mix for main and secondary beams below and above ground level. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, strutting, plywood/ steel form work , Usage charges of achinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags).(KUWS &DB SR for the year 2021-22.SOR CODE. I050A P.No. 116)

012 - Micro-concrete work in columns including attached pilasters buttresses, plinth and string courses, fillets columns, pillars, piers.abutments,posts ans struts etc. up to floor five level excluding cost of centring , shuttering, finishing and reinforcement of pre-packed micro-concrete of minimum grade M40

013 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (SR 2021-22 - Vol-2,Page No. 43, Item No.8.10)

014 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (SR 2021-22 - Vol-2,Page No. 41, Item No.8.4.2)

015 - 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. (SR 2021-22 - Vol-3,Page No. 153, Item No.21-E-5)

016 - Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kankar/Moorum. (Tipper 5.5 m3) PWD DSR 2021-22 Volume-III Page No.3 Item No. 1.1 A

017 - Cost of Haulage Excluding Loading and Unloading. Taking output 10 t load and lead 10 km = 100 t.km PWD DSR 2021-22 Volume-III Page No 3 Item No. 1.4.A

018 - Providing, applying & fixing non intrusive, impervious, non-destructive and wet wrapping type structural strengthening NCase GFF1200 fibre wrap system to columns. The work shall consist of applying preparing the column surfaces to be fairly smooth and free from protrusions by diamond grinding. Applying a skim coat punning of cement with SBR polymer and allowing to cure, followed by a priming coat of epoxy resin NCase SP over the prepared surface and wrapping a single layer of high strength fabric made up of GFF1200 saturated with two component approved high strength epoxy resin NCase SP as approved removing/drawing out of the entrapped air etc. all complete as per manufacturer’s specifications and directions of the Engineer-in-Charge. Note: The surface area of the approved high strength glass fiber mesh alongwith laps actually embedded in high strength epoxy resin and applied for the columns, walls slabs top side with a priming coat of shall be measured for payment.

019 - Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to RCC structures like floor and walls of reservoirs, sewe, effluent and water treatment plants, over head tanks, etc. prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry 2 parts water) for horizontal and vertical surfaces and applying the same from negative (internal) side with the help of synthetic fibre brush. The material shall meet the requirements as specified in ACI - 212-3R-2010 ie. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 Bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self healing of cracks upto a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer in charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal and vertical surfaces in two coats @ 0.70 kg per sqm per coat (KUWS &DB SR for the year 2021-22. I. No.12( SR CODEI140A) P.No. 118)

020 - Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments KUWS SR: P.NO53 I.No: 1783 (80 mm dia GM (Copper alloy) Gate valves)

021 - Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments KUWS SR: P.NO53 I.No: 1784 (100 mm dia GM (Copper alloy) Gate valves)

022 - Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments KUWS SR: P.NO53 I.No: 1786 (150 mm dia GM (Copper alloy) Gate valves)

023 - Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.:75mm (weight of pipe -0.662 kg :KUWS SR:2021-22 P.NO140 I.No13.1

024 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with MS angle of 65 x 65 x 10mm (KUWS SR:2021-22 P.NO140 I.No11.2 (H110B)

025 - Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (SR 2021-22 - Vol-2,Page No. 47, Item No.8.33.3)

026 - Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever ecessary with all lead and lifts etc. complete for: (KUWS SR:2021-22 P.NO113 SOR CODE H210C )

027 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 KUWS SR:2021-22 Page no 121 Chapter no 11 I.No 1.2

028 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications pwd common SR VOI 1 IN 1.10 Page NO 7