Karnataka Slum Development Board Tender

Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

providing and laying at site of work MS casing caps as per IS 1239 (part II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and olars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work.

Supply and delivery at site special moulded variety PVC reducer as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 32 mm dia PVC Reducer., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Above 100.00 to Upto 150.00 Mtrs

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Providing and fixing brass bib cock of approved quality : 20 mm nominal bore., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Above 150.00 to Upto 200.00 Mtrs

Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.32A., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.63 mm dia PVC Bend., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter - Outdoor type 6 to 15 HP pumps., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N. F. screws., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 32 mm dia PVC Bend., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

BESCOM Deposit (This item not included GST amount and Bescom deposit payment based on Bescom payment vochers, receipts, Challens).

Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supply and delivery at site Accessories for Single Phase pumpset like SS Groove Nipples,SS Studs & Nuts,Screw Clips & water proof Insulation Tape etc complete with ISI mark., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

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. (The cost of steel reinforcement & formwork shall be paid separately) for Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site. (Per 3 poles).

Supply and delivery at site special moulded variety PVC reducer as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 63 mm dia PVC Reducer., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:.PVC pipes 25mm dia., 10 kg/sqcm & class 5., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Providing and constructing “WIRE CUT BRICK MANHOLE CHAMBERS” using Portland/Pozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Manhole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Circ. B M.H: Constructing Brick Masonry Circular Manhole 1.2 m internal dia. , 1.2 M depth & SFRC cover & frame., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work.3� x 16 sqmm., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Above 250.00 to Upto 300.00 Mtrs

Meter and Panel Board: Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 25 mm dia PVC Tee., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Earthing:Supplying, fixing, wiring earth electrode for grounding conducts, I.C. cutouts and other equipments on the meter board using 40mm dia 2.9 mm thick GI pipe 2.5M long buried in a pit. The pit should be filled with equal proportion of salt and charcoal 150 mm alround the pipe to complete depth. the connection from the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3 of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc. The pipe shall have 16 through holes of 12 mm dia., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.63 mm dia PVC Elbows., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc10 kg/m 160mm., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site. Dia

PUMPING MACHINERY WORKS :Supply and delivery at site brand new submersible pumpset suitable for borewell of 150 mm dia and having the declared duty conditions as detailed below and satisfying performance characteristics for pump and motor as declared by the bureau of Indian stand. thd pumpset should conform to IS : 8034 - 1989 (with all its latest amendments) and should bear ISI certification mark IS: 8034-1989 Submercible Pumpset 20 HP 20 stages- Texmo/Taro or equalents Brands., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 32 mm dia PVC Elbows., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. 3�x10 Sqmm., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.6 Kg/m2: 63mm(weight of pipe -0.662 kg)., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete a) Upto 50.00 Mtrs., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Earth work excavation for pipeline trenches in all kinds of soils by Manual means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.63 mm dia PVC Tee., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments. Size: 50mm Dia., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Sinking of Borewell: Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner orSchlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used.For Grade PE80 PN10.0 : HDPE Grade PE80-PN10.0,63mm dia., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 25 mm dia PVC Bend., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Above 50.00 to Upto 100.00 Mtrs

Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 A three phase 4 wire whole current class-1 Accuracy Energy Meter., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 25 mm dia PVC Elbows., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

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 specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 32 mm dia PVC Tee., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Submersible Cable:- Supply of delivery brand new best make PVC insulated cable of flat 3 core (seated) of nominal cross section area confirm in to IS 694/90/ with latest amendment and ISI mark. Finolex/ equalent brand. 1 x 3 x 4 sqmm cable., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Above 300 to Upto 350.00 Mtrs., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.

Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:.PVC pipes 32mm dia., 10 kg/sqcm & class 5., Complete as per specification, all lead, lifts, curing and the directions of Engineer in-charge of the site.