Department Of Archaeology Museum And Heritage Tender

code04 - Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with

code05 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregate

code06 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand

code07 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates

code08 - Providing ,Fabricating & placing in position Reinforcement steel for Rcc structure including cleaning ,straightening,cutting bending lapping/welding joints wher ewer required Tying with 1.25mm dia soft annealed steel wire including cost of material machinary labour etc complete with all lead &lift

code09 - Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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

code10 - Ruled/ Flush pointing on White sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 ((One lime : 1.5 surkhi (15% dark red and 85% light yellow surkhi) : 1/2 marble dust)). (The rate is inclusive of all materials & labours involved except scaffolding)

code11 - Supplying and fixing M.S. Rectangular poles made out of 2 equal angles of 65x65x6 mm welded together and fixed in CC (1:2:4) WITH 2 NOS 16mm dia M.S. hold fast rods each of length 25 cms. Including cost of all materials cutting, bending scaffolding wherever necessary, nicely finishing the welded joints with all lead lifts and as per the directions of the Engineerin - charge of the work and including providing 2 coats of approved quality paint over one coat of shop painting ( excluding cost of earthwork and concrete)

code12 - Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.

code13 - providing and fixing M.S Block pipe of 38mm dia, of heavy guageof 14 including removing the bends, cutting the pipe,and fixing pipe in between the existing two verticle poles (MS rectangular poles) and spot welding the chain link with M.S.block pipe including cost of all materials wastage in cutting and scaffolding wherever necessary with all lead and lifts as directed by the engineers-in-charge of work etc, complete including two coats of approved quality paint over one coat of shop paint

code14 - Providing and fixing M.S Gate as per Chief Architect Drawing, using 50mmx50mm 14 gauge M.S. Hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mmx6mm and 16x16mm square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm M.S. flats for horizontal member and at the top cast iron spikes are provided at alternate vertical members as shown in the drawing etc.,complete. All the steel surface should be thoroughly cleaned free of rust and painted with anti corrosive paint (shop paint) etc.,complete. The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipments, and electricity charges, with lead and lift, loading and unloading charges,etc.,complete as per specification.

code15 - Supplying of solid Schist stone/granite stone of all sizes from Ranebennur Haveri Dist.quarry to main road with 10km lead and labour charges including hiring charges for chain and pully block trasportation etc.. Complete as directed by Engineer -in-charge of work.

code16 - Providing Dresssing to Parapet Stone members of all sizes as per the Existing Style including conveying from stacked position lifting by chain and pully blocks with all lead, lifts and labour charges including hire charges for chian and pully and tools and plants, cutting charges, chiestling charges etc., complete as per directed by the engineer in charge of work.

code17 - Providing 2 line Dressing to Schist Stone Slabs as per specification

code18 - Resetting of parapet stone stone members of all sizes including conveying from stackedposition lifting by chain and pully blocks and setting on its proper position to correct line and plumb and level with all lead, lifts and labour charges including hire charges for chian and pully block etc., complete including hire charges of scaffolding materials and as directed by the engineer in charge of work.

code19 - Resetting of Flooring stone members of all sizes including conveying from stackedposition lifting by chain and pully blocks and setting on its proper position to correct line and plumb and level with all lead, lifts and labour charges including hire charges for chian and pully block etc., complete including hire charges of scaffolding materials and as directed by the engineer in charge of work.

code20 - Providing and laying in position Ready Mixed or Batch Mixed concrete from ISO 9001 accredited plants as per IS 10262-2009 mix design procedure for Reinforced 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 & GGBS, admixtures in recommended proportions as per IS: 9103 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 engineers incharge of work Concrete of M25 grade with Cement & Cementitious Content in 75:25 proportion

code21 - Providing & Fixing Teak wood Door of overall size 0.90x2.10m with frame size 125x125mm & shutters of 15mm thick as per drawing in existing style for the temple including preparing,cost of material,labours,transportation charges and HOM of machinary complete as per specification

code22 - Providing and furninshing of pollished stone bench in the premises of Veerupax temple of size 1.8 X 0.45 X 0.65 including prepaeration, fixing and transporting charges in the direction of engeneer incharge of the work

code23 - Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.