Krishna Bhagya Jala Nigam Limited Tender

Providing and laying in-situ vibrated M-10 (28 days cube compressive 2.18. strength not less than 10 N / sq mm) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 1 km and all lifts. ( Cement content : 220 kg / cum with use of super plasticiser ) all lifts.with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

Providing and laying in-situ vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations including cost of all materials,machinery,labour,formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 1 km and all lifts. ( Cement content :300 kg / cum with use of super plasticiser ) all lifts.with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

Providing and laying in-situ vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for RCC works of spillway bridge, blockout concreting, and such and such other similar structures with conjested reinforcement areas including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 1 km and all lifts. ( Cement content : 330 kg / cum with use of super plasticiser ). all lifts.with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

Providing, fabricating and placing in position steel reinforcement bars for RCC structures including cost of all materials, machinery, labour,cleaning, straightening, cutting, bending, hooking, lapping /welding joints wherever required, tying with 1.25 mm dia. soft annealed steel wire etc., complete with lead upto 1 km and all lifts.with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

Providing homogeneous embankment using homogeneous soil from approved borrow area in layers of 250 to 300 mm ( before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges /sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with lead upto 1 km and all lifts.with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

Providing rubble/ boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering, ramming etc., complete with lead upto 50 m and lift upto 1.5 m.with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

Providing and constructing 250mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with lead upto 50 m and all lifts.with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

KSRRB 300-1. Earthwork excavation by manual means for Road .drains & Similar works in ordinary soil excavated surface levelled and sides neatly dressed.the disposed earth to be levelled neatly after breaking of clods complete as per specification MORTH / Chapter 3 with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

KSRRB 300-58. Compaction of original ground by mechanical means including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 3 with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

KSRRB 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.Including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of Modified proctors density MORTH Specification No. 305 with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

KSRRB 400 -Granular Sub-base construction of Granular sub-base. Grading-V as sub base and drainage layer by providing Coarse graded crushed stone aggregates of granite/trap/basalt material,mixing in a mechanical mix plant at OMC, Carriage of mixed material to work site speading in uniform layers with motor grader on prepared surface, and compacting with vibratory roller to achieve the 98% proctor density, complete as per specifications.Clause 401 of MORTH V Revsion with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

KSRRB M600-1.Providing and Constructing dry lean cement concrete mix CC1:5:10 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 aggregatescconforming to IS: 383-2016, aggregate cement ratio not to exceed 15:1. Aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 150 kg/ cum, 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 601 of MORTH V Revision and IS456 Table-5 with OPC at 150Kg/cum and coarse aggregate at 0.86cum and fine aggregates @ 0.58cum using Concrete Batch mix plant at 75 Cum/hr capacity with Slip form paver with electronic sensor. with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

Construction of un-reinforced plain cement concrete for pavements, useing Grade concrete M30 , over a prepared sub base with OPC course agreegate at 0.69 cum fine aggreegates @ 0.46 cum , course and fine aggregate confirming to IS :383-2016 with super plastizer @ 3lts confirming to IS9103-2008 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 impermisable plastic seats of 125 micron, selant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades. textured with texturing machine and curing including cost all materials, labour hire charges of machiners All lead & Lift Charges etc complete as per specifications. With @ - M30 at 360Kg / cum coarse aggregate 0.69cum and fine aggregate 0.46cum) with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregates @ 0.57cum 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 with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC cement at 300 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500,1700, 2200. Wall & bottom thickness 10cm including cost of materials and labour. with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

KSRRB M2200- TMT/MS Bar Reinforcement KSRRB M2200-6. Providing TMT Steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design ( laps,hooks and wastage shall not measured and paid ) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 500 with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

KSRB 2-2.1 : Earthwork excavation By manul for foundation of buildings, water supply, sanitary lines and electrical conduits etc either in pits or in trenches 1.5m and above in width, in hardsoil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

KSRB 4-1.1: Providing and laying in position plain cement concrete of l mix 1:2:4 With OPC @ 240 Kgs , With 40mm and down size graded granite metal Course Agreegates @ 0.678 Cum And fine agreegates @ thick well compacted in foundation including cost of all materials, labour, HOM of Curing complete as per specifications. Specification No. KBS 4.1, 4.2 with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

KSRB 4-1.5 : Providing and laying in position plain cement concrete of mix M 20 With OPC @ 300 Kgs with 20mm and down size graded granite metal,course aggregates @ 0.69 cum and fine aggregates @ 0.43 cum 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 with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

KSRB 2.3 : Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete as per specifications. specification. No. KBS 2.9 with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

Fabrication, Supplying, Erection, Testing and Commissioning of 12Mtrs/12.5Mtrs - Top 100mm and bottom 310 mm dia Mtrs long polygon high mast with Single / Multiple telescopic sections having, (minimum overlap distance of 1.5 times of top section) thickness as per BSEN 10025 grade S355 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 reversible 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. with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, CCT > 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm.Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>130lm/w, nominal CRI >75. Luminaire manufacturer should have inhouse facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any anufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. LED Floodlight 240W with all Lead and Lift As per specification with all Lead And Lift As per Engieering Direction of Incharge

Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 4C X 2.5Sq.mm etc complete as per specification with all lead and lift and as directed by the engineer incharge of the work.