Directorate Of Municipal Administration Tender

KSRB 4-6.3 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness above 200 mm including cost of all materials, labour complete as per Specification. Specification No. KBS 4.6.2

KSRB 4.2.7 Providing and laying in position reinforced cement concrete of design Mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregtes @ 0.47cum, with super plasticisers @31ts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 ems thick, vibrated for all works in ground floor level for roof slabs, staircase, lintels and beams retaining walls, return walls, walls (any thickness) including attached pilasters, columns, lintles, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM curing, complete but excluding cost of reinforcement as per specifications. Specification No. KBS 4.1, 4.6

KSRRB 300-61. Extra for laying earth by manual means as per specifications for compaction in 250mm thick loose layers when laying of earth in layers is done from stacked materials including breaking of clods and dressing but excluding rolling and watering including cost of all labour complete as per specifications. MORTH I Chapter 3

KSRRB M400-17. Providing, laying, spreading and compacting cushed stone aggregates of granite I trap I basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 KSRRB M400- Construction of Median and Island with soil taken from Roadway cutting

KSRRB 500-1. Cleaning the existing WBM road surface including removing of binding materials and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and I or compressed air, to receive bituminous treatment including cost of all materials, labour, HOM complete as per specifications. Clause 501 of MORTH V revision

KSRRB 500-7. Providing and applying tack coat using 80/100 grade bitumen(VG10) on the prepared black topped surfaces at 2.5 kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials, labour, HOM complete as per specifications. Clause 503 of MORTH V revision

KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base I binding course including loading of aggregates with F. E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by smooth wheeled, vibratory & tandem rollers to achieve the desired density, but excluding cost of primer I tack coat & including lead, lift and cost of all materials, labour, HOM complete as per specifications. Clause 504 of MORTH V revision - -do- using 40160 TPH capacity H.M.P. with Mechanical paver Gr-11 (50 mm to 75 mm) with 3.4% VG-30 Bitumen

KSRRB M600-1.Providing and Constructing dry lean cement concrete mix CC 1:5:10 base with OPC 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @0.58cum over a prepared sub-base, coarse and fine aggregate conforming to IS: 383-2016,aggregate cement ratio not to exceed 15:1, Aggregate gradation after blending to be as per Table 600-1,optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per specifications. Clause 601of MORTH V Revision and IS 456 Table-5 - -do- with OPC at 150 kg/cum and coarse aggregate 0.86cum, fine aggregate 0.58cum using Concrete Batch mix Plant at 75 cum/hr capacity with Slip form paver with electronic sensor.

Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum,Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries,all lead & lift charges etc., complete as per specifications. - -do- with OPC at 360 kg/cum and coarse aggregate 0.69cum, fine aggregate 0.46cum.

KSRRB M100-1 Loading and Unloading of Stone Boulder I Stone aggregates /Sand/ Kanker I Moorum. KSRRB M100-1 : Placing tipper at loading point, loading with front end loader,dumping, turning for return trip, excluding time for haulage and return trip complete as per specifications. MORTH -100/ Chapter 1

Cutting road surface for pipline trenches pipeline trenches and depositing off the excavated stuff with all lead and lift as directed including barricading, danger lighting etc., in the following classifications. 2) Cutting Asphalt road (page no. 9&10 Si no.5(2) KUWS&DB 2018-19)

Cutting road surface for pipline trenches pipeline trenches and depositing off the excavated stuff with all lead and lift as directed including barricading, danger lighting etc., in the following classifications. 2) Cutting cement concrete road (page no. 9&10 Si no.5(3) KUWS&DB 2018-19)

Earthwork in excavation for pipeline trenches beyond 600 mm and upto 1500mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & bonding rods at every 100mm wherever 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 etc., complete in the following strata (Depth upto 3mtr) (page no. 7, Si no.1(vii)(3) KUWS&DB 2018-19)

Supplying Ductile Tron Pipes conforming to 8329:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and specials, (excluding cost of specials) with rubber gaskets including cleaning the sockets and spigot ends with soap solution and applying soft soap to the spigot and socket ends beforeinsertion of rubber gaskets, jacking and fixing in perfect conditions including cost of soap solution, soft soap, watse etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lift including cost of joining materials.( contractor will make his own arrangements for procuring water for testing.) ( (page no. 14 Si no.5(i)(7) KUWS&DB 2018-19 ) (K-7 CLASS 400mm Dia)

Supply and fixing of single chamber triple function tamper proof( Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 50.All internal parts such as float, shell etc., all cover bolts of austenitic alloy/SS 304 steel, DN 50 float of HOSTAFLON/SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside and outside colour blue RAL5005. THe valves should be designed for all the three functions i.e., 1. large orifice for venting of large air volumes on start up. 2. large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurised air during operation. ( (page no. 19 Si no.12(5) KUWS&DB 2018-19 ) (PN 16 , 200mm Dia)

Supplying Stone dust/ Grit 4.75mm to 0.075mm (PWD SR 2018-19 , S.i no 45, code no. 0400 , Page No. II )

Refilling pipe lines trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms, thickness including disposing off the surplus earth with all lead and lift. (page no. 15, Si No. 2 KUWS&DB 2018-19)