Directorate Of Municipal Administration Tender

004 - 2.3 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications 2.3.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

005 - Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding

006 - Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding

007 - 8.5.1 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 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. m2 366.00

008 - 2.11 Steel FabricationSupplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operationscomplete as per drawing andechnical specification. d. Super structure t 86658.00.(Vol-02 SR23-24 I.NO11.16.2 P.No82)

009 - Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Vol-02 SR23-24 I.NO11.16.2 P.No82)

010 - A-35 763 Shear stud No 50.00 (Page - A-35 Karnataka Public Works Department Volume-1 Item No.763)

011 - 13.1 1800 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications t 2,34,217.00

012 - 2.10 Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. f. RMC M40 Grade m3 6985.00

013 - 2.11 Steel FabricationSupplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operationscomplete as per drawing andechnical specification. d. Super structure t (Vol-02 SR23-24 I.NO11.16.2 P.No82)

014 - 9.23 Providing and laying flamed finish 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 slab over 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 including rubbing, curing and polishing etc. all complete as specified and as directedby the Engineer-in-Charge :** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent.m2 2,466.00(Vol-02 SR23-24 I.NO11.16.2 P.No82)

015 - Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges.No. 5,861.0(Vol-03 SR-23-2024 I.No. 8.55 PG NO-79)

016 - 1.17 Earth work excavation for pipeline trenches in all kinds of soils by mechanicalmeans as per drawing and technical specifications, including setting out,construction of shoring, strutting, barricading, caution lights, bracing, usingsight rails & bonding rods at every 100 mm wherever necessary as directed,removal of stumps and other deleterious matter, dressing of sides and levellingthe bottom of trench to the extent required , utilising the available excavatedearth locally for the work etc., and all other appurtenances complete in thefollowing strata. 1.17.2 Depth exceeding 1.5 m, but not exceeding 3 m

017 - 10.2 Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013with latest amendments ended with integral sockets with ISI mark andconveying to worksite, rolling and lowering into trenches, laying true toline and level and perfect linking at joints, testing and commissioning,including loading and unloading at both destinations and cuts of pipeswherever necessary including jointing of UPVC pipes (with cost ofelastomeric sealing rings) and specials (excluding cost of specials) withjointing of approved type, with all labour, lead & lifts, including encasingthe pipes alround to a depth of not less than 15 cms. with soft gravelor selected earth available from the excavation etc. complete and givingnecessary hydraulic test to the required pressure as per ISS (contractorwill make his own arrangements for procuring water for testing) etc.complete for:10.2.11 Pipes of SN 8, 200mm dia. m 1034 (P.No.113 I.No.10.2.11)

018 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Laterite Bricks & Medium duty Cover & frame : For 1.2m dia With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia 1.00m depth

019 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Laterite Bricks & Medium duty Cover & frame : For 1.2m dia With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia 1.10m depth

020 - 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 (Vol-01 SR-2022 P No 7 I NO 1.10)

021 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work.(P No P NO 15 No-3.1) 2024-25 SRVOLUME III