Directorate Of Municipal Administration Tender

KSRRB M2200- TMT/MS Bar Reinforcement KSRRB M2200-6. Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications complete as per specificationsMORTH Specification No.1600 & 2200 - TMT Bars Fe 500(28.8.2,p no 229 PWD DSR 18-19)

Providng and Laying Plain/reinforced Cement concrete for side drains using M20 Nominal mix concrete with OPC cement at 300kgs. with 20mm and down size grante metal course agregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centring, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MOTRH specifications 1500,1700,2200 wall and bottom thickness (DSR 2018-19, I.No.37.59.1, P.No.265)

KSRRB M2100 Back Filling of abutments using wing wall & Returns KSRRB M2100-7. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. VI. Backfilling in Marshy Foundation Pits.” MORTH Specification No. 304 (DSR 2018-19, I.No.27.15 P.No.220)

Constructing un-reinforced ,cement concrete pavements using Grade concrete M30 over a prepared base with opc coarse agreegate at .69cum, fine aggregate at 0.46cum, coarse and fine aggregates conforming to IS :383-2016, and with Superplastisizer at 3 lts conforming toIS 9103-2008, mixed in a conrete mixer of not less than 0.6cum capacity and appropriate weigh batcher as per aproved mix design , laid in aproved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) & spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrates and finished with floaters in a continues operation including provision of contraction, expansion, construction longitudinal joints, including groove cutting charges, joint filler separation membrane of impermiable plastic sheet of 125 micron ,sealant primer, joint sealent, admixture as aproved, curing copound ,finishing to lines and grades texturel machine, curing including costof all materials labours hire charges ofmachineries all lead and lift charges complete as per specifications. etc with OPC at 4236g/cun and coars aggregates 0.649um .fine aggregates 0.46cum .(DSR 2018-19, I.No.22.6.1 P.No.176)

Providng and Laying Plain/reinforced Cement concrete for side drains using M20 Nominal mix concrete with OPC cement at 300kgs. with 20mm and down size grante metal course agregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centring, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MOTRH specifications 1500,1700,2200 wall and bottom thickness (DSR 2018-19, I.No.37.59.1, P.No.265)

KSRRB M400-17. Providing, laying, spreading and compacting cushed stone aggregates /trap/basalt to wet mix macadam specifications including premixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver insub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as perspecifications.MORTH Specification No. 406 (DSR2018-19, I.No.20.18, P.No.155)

KSRB 14.6-1: Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications. Specification No. KBS. (P.No. 101, I.No. 14.6 of CSR 2018-19)

KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted

KSRRB M200-15.1 : Dismantling of existing strutctures like culverts,bridges, retaining of walls and other strutcture comprising of masonary, cement concrete, wood work,steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials, stacking the serviceable materials with all lifts and lead of 1000 metres, complete as per specifications. specifications, ii) Dismantling stone Masonary.A. Rubble Stone masonary lime mortar. MORTH specifications No 202 (PWD SR 2016-17 Page No. 137, Item No. 18.26)

Manufacturing and supplying precast RCC Cistern of 2500 Ltrs. Capacity with 1200mm. Internal dia confirming to IS : 456:71 with its bottom closed with slab of 65mm. Thick cistern should be provided with 4 outlets of 20mm. dia washout and 1 inlet and overflow each of 40mm. Dia all outlet should be approved quality of GI collar fixed at 150mm. above the bottom slab placed dia metrically opposite to each otherthe wash out should also be provided with a RCC cover slab of 50mm. thick with 150mm. dia man hole at centre to be supplied separately ncluding loading, unloading with all transportation charges to the work spot any where in karnataka including erecting over flat form as per approved drawing and design.

EARTHING: Supplying fixing and wiring for grounding circuits IC cutouts and other equipments on the meter board GI Pipes electorde 2.9mm thick 40mm dia 2.5mtrs length having 16through holes of 12mm dia staggered along the length of pipe. The electrode shall be burried in a 300mm dia pit The pit should be filled with alternative layers of salt and chorcoal in 150mm thick layers alround the electorde to the complete depth The concetion from the pipes to the conduit etc., is to be established through GI wi size as per clause 7.33 of IS 732 using 12mm dia bolts nuts wahers and check nuts etc., complete.

KSRB 2-2.1: Earthwork excavation for foundaation of bukildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5m. In depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50m after breaking of clods specifications.

KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2. (P.No. 12/I.No. 4.2 of CSR 2018-19)

KSRB 5.3-3 : Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13 (P.No.16/I.No. 5.9 of CSR 2018-19)

KSRB 4-1.6 ; Providing and laying in position plain cement concrete of mix 1:2:4 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69 cum and fine aggregtes @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2. (P.No.12, I.No. 4.6 of PWD SR 2018-19)

KSRB15-3.7 : Providing 18mm thick cement plaster in single coat with cement mortar 1:3, 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. (P.No. 112, I.No. 15.15 of PWD SR 2018-19)

KSRB 15-16.1 : Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications. P.No. 104, I.No. 15.53.1of PWD SR 2018-19)

Providing and supplying 50mm dia of heavy class GI Pipe

Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall) - 25mm nominal OD pipes (DSR 2018-19, I.No.13.85.3, P.No.98)

Earth Work in excavation for pipeline trenches including depositing on bank upto a lead of 50 Mts including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 Mts where ever necessary as deducted in ordinary soil.

Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. 90 mm

Refilling the basement and pipe line trenches with selected available earth from trench excavation including watering consolidation in layers of 15cm thick including disposing of the surplus earth with a lead of 200mts etc.,

KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2. (P.No. 12/I.No. 4.2 of CSR 2018-19)

KSRB 4-1.6 ; Providing and laying in position plain cement concrete of mix 1:2:4 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69 cum and fine aggregtes @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2. (P.No.12, I.No. 4.6 of PWD SR 2018-19)

KSRRB M400-7. Construction of granular sub-base by providing Coarse graded material, speading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per specifications. For Grading III Material (DSR 2018-19, I.No.20.6.3, P.No.156)

KSRB 14.6-1: Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications. Specification No. KBS. (P.No. 101, I.No. 14.6 of CSR 2018-19)

Fabrication, Supplying, Erection, Testing and Commissioning of ……Mtrs long polygon high mast with Single / Multipletelescopic sections having, (minimum overlap distance of 1.5 times of top section) thickness as per BSEN 10025 grade S 355 JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3(as per GA Drawing).Base plate as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint. The mast shall have 2way head frame with die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having locking arrangement. The mast shall have manual / power tool (Suitable reversible15Sl. No. Description Unit Rate Rs. Ps.geared motor operating on 230/ 415V, 50Hz, shall be provide above 15 Mtrs mast) The mast shall have lantern of 2 segments, suitable dia with max load carrying capacity as per IS 1239. The mast shall be erected on existing RCC footing. The mast shall be supplied with 3mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete. (excluding foundation) as per technical data (ELE SR 2019-20 I.No: 4.5 P.No 14) 12Mtrs/12.5Mtrs - Top 100mm and bottom 310 mm dia

Supplying High pressure ........Watts Metal halide flood light luminary suitable for use with high pressure metal halide lamp with integrated control gear. The fitting shall be non corrosive high pressure die cast aluminum housing with low copper content black/grey powder coated paint finish including wiring, suitable to operate on 230/250Volts 50Hz AC supply with----Watts HP metal halide lamps.(20/14) 400Watts (Ele SR 2019-20)

Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Microprocessed release and Earth Fault as per IS-13947. ( Icu = Ics)(34/9) FOUR POLE g) 700-800Amps 50kA. Group A (Ele SR 2019-20)

Supplying of LT UG cable having aluminium conductor PVC insulated, sheathed, galvanised, steel wire/steel tap armoured cable with PVC outer sheathing 1.1 KV class.(68/4) Class `A’ PVC Cable Class `A’ PVC Cable 3.5 core 50 sqmm (Ele SR 2019-20)

Labour charges for laying of 1.1 KV class UG cable when supplied agency in existing trench GI pipe / stoneware pipe / on wall / on pole as required.(69/5) On wall /Structure 6 sqmm to 16 sqmm (Ele SR 2019-20)

trench to the required ground level and consolidating etc., complete.(As per Civil SR KSRB I-2, P-7)(70/6) (Ele SR 2019-20)

Energy Meter box. Supply and Installation / Fixing / Provision of Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shock proof, IP65 (Weather Proof), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase / Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCB cutout with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility.(42/40) (Ele SR 2019-20)

Supplying and fixing HRC fuse link on existing switch fuse base with watt loss as per IS-13703.(33/6) (Ele SR 2019-20)

18.11 KSRRB 200-8. Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, by manual means, in area of light jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials within a lead of 100 metres from road boundary, labour charges complete as per specifications. (PWD SR 2018-19 Page No. 136, Item No. 18.11)

KSRRB 300-2 : Earthwork excavation by manual means in hard soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5m, excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking orf clods complete as per specifications. KRBS 300-1 MORT & H Specification No.301 to 305 (PWD SR 2018-19 Page No. 143, Item No. 19.1)

KSSRB M300- 53 Construction of Embankment with approved material Gravel/ Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(which include cost of gravel/ murrum, watering charges & compaction by vibratory roller) MORTH Specification no 305. (PWD SR 2018-19 Page No. 147, Item No. 19.60)

KSRRB M400-7. Construction of granular sub-base by providing Coarse graded material, speading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per specifications. For Grading III Material (DSR 2018-19, I.No.20.6.3, P.No.156)

Providing and fixing Pre cast sollid concrete kerb stone made out of CC 1:2:4 and finished with CM 1:3 Plastering and finishing cutting etc., complete. (PWD SR 2018-19 Page No. 27, Item No. 5.29.2 (450 x 150 x500 mm)

KSRB 14.6.1 : Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture compressive strength of approved size, shape and colour with a minimum compressive stregnth of 281 kg per sqm over 50mm thick sand bed compaction force threby forcing part of sand undermeath to come up in between joints, final bed (average thickness) compacting with plate vibrator having 3 tons compaction force there by forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level,including, cost of materials, labour and HOM of machineries complete as per specification No.KBS

KSRB 4-1.6: Providing and laying in position plain cement concrete of mix M 1:2:4 with cement @ 240kgs, with 20mm and down size graded greanite metal coarse aggregates @ 0.878 cum and fine aggregates @ 0.53cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour HOM of machinery, curing complete as per specifications. Specification. No. KBS 4.1,4.2 As per Page no 12, Item no 4.6

Fabricating, providing and erecting in poiston of M S Ornamental security Grill Gate without hot dip using 75 x 12mm M S Flat for alround frame work with verticals at the centre and horizontal centere support M S Square of 20 x20 mm of different heights as shown in the drawing are to be fixed at 16 cms C/C for suqare bars of full height and at 8cms C / C for bottom rods providg ornamental C I Designers at the botom and C I arrows inthe midle and top. The entire frame work is to be fixed by means of expansion bolts to the brick pillars with necesary drillling holes. the work includes providng two coats of enamel painting over one coatr of red lead ready mix primer coat etc complete cost of all labour, painting, erection charges using hoist pulleycranes with all lead and lift, loading, transporting and unloading using hoist pulley cranes, scaffolding charges and all other incidental charges required for successful completion fo the work as per specification and drawings (P. No. 43 / I. No. 7.31 of CSR 2018-19)

KSRB 15-13.5 : Providing and applying one coat on old surface dry distemper of approved brand, and shade on wall surface after thoroughly brooming the surface clean of all gease, dirt, loose pieces of scales including preparing the surface even and sand paper smooth, cost of material, labour, complete as per specifications. -wall surface- (P.No. 124, I.No. 15.48.1) PWD SR/2018-19

KSRB 15-18.3 : Providing and applying enamel metal paint one coat (excluding priming coat ) on previously painted steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, complete as per specifications.(P.No. 123, I.No. 15.75) PWD SR/2018-19

KSRRB M300-1. Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately) complete as per specifications. MORTH Specification No. 307 [P- 148, I- 19.77)

KSRRB M300-2.2. Grassing with Doobs grass KSRRB M300- 2.1. Grassing with Doobs 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 moving including supplying good earth if needed complete as per specifications. MORTH Specification No. 307 ii) In rows 7.5 cm apart in either direction [P- 148, I- 19.79)

Supply and Fixing of Leg Stretch

Supply and Fixing of Tai Chi Spinner