Karnataka State Police Housing And Infrastructure Development Corporation Limited Tender

KSRB 5.1-3 : Providing and constructing granite / trap / basalt rubble stone masonry in foundation with cement mortar 1:6 (uncoursed), bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications.KBS 5.1.12 ---- as per directions of engineer incharge of work.

KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to is 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. Specification No. KBS 4.1, 4.6 ---- as per directions of engineer incharge of work.

KSRB 4-6.2 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for suspended floors, landings, balconies and likes, thickness upto 200 mm including cost of all materials, labour complete as per specificaitons for heights more than 3.50m from ground level. - 0 to 5 mtrs. Specification No. KBS 4.6.2 ---- as per directions of engineer incharge of work.

KSRB15-3.11 : Providing 20mm thick cement plaster in single coat with cement mortar 1:4, to stone masonry & concrete surface including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. ---- as per directions of engineer incharge of work.

KSRB15-4.5 Extra for providing and mixing waterproofing compound in cement plaster for stone masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4, 20mm thick cost of materials complete as per specifications. ---- as per directions of engineer incharge of work.

KSRB 15.1.1 Providing flush pointing to square rubble, course or uncoursed stone masonry with cement mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications. ---- as per directions of engineer incharge of work.

KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C 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 be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 4.6.3 - TMT bars Fe 500 ---- as per directions of engineer incharge of work.

KSRB 2-2.1 : Earthwork excavation by manual means for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 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. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 ---- as per directions of engineer incharge of work.

KSRB 2-2.2 : Earthwork excavation by manual means for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in hard soil 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. after breaking of clods complete as per specifications. specification. No. KBS 2.1(b) / 2.3.5 ---- as per directions of engineer incharge of work.

KSRB 2-4 : Refilling available earth around pipe lines, cables in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per specifications. ---- as per directions of engineer incharge of work.

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 & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.) - 32mm nominal OD pipes ---- as per directions of engineer incharge of work.

KSRB13-8.9 : Providing and fixing to wall, ceiling and floor, low density polyethylene pipes 6.00 kgf/sq.cm working pressure 110mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.1 / 13.9 ---- as per directions of engineer incharge of work.

Constructing brick masonry inspection chamber 600x600mm, and 450mm depth, ( clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg ( weight of cover 23kg and weight of frame 15 kg) R.C.C. top slab with cement concrete M 15 with 20mm and downsize granite metal, foundation concrete M 5 with 40mm and downsize granite metal inside plastering 12mm thick with cement mortar 1:3, finish smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS 600x600mm and 450mm depth ( clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 600x600mm ---- as per directions of engineer incharge of work.

Constructing brick masonry inspection chamber 450x450mm, and 450mm depth, ( clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg ( weight of cover 23kg and weight of frame 15 kg) R.C.C. top slab with cement concrete M 15 with 20mm and downsize granite metal, foundation concrete M 5 with 40mm and downsize granite metal inside plastering 12mm thick with cement mortar 1:3, finish smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS 450x450mm and 450mm depth ( clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 450x450mm ---- as per directions of engineer incharge of work.

KSRB13-6.3-3 : Providing and fixing in position brass gate valve with C.I wheel of approved quality ( screwed end ) 25mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.6 / 13.3 ---- as per directions of engineer incharge of work.

KSRB13-6.3-4 : Providing and fixing in position brass gate valve with C.I wheel of approved quality ( screwed end ) 32mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.6 / 13.3 ---- as per directions of engineer incharge of work.

Providing & fixing 60cms X 60 cms size MS inspection door with necessary MS frame made out of MS Angle of 50 mm X 50 mm X 6mm and MS shutters of 3 mm thickness with hinges on top and locking arrangements painting etc., complete for RCC Sump tank. ---- as per directions of engineer incharge of work.

Providing & fixing MS ladder 45cms wide with 50x50x6mm size angle iron and 20mm MS bars at 25cms C/C with necessary support and angle iron of same section at braces, including fixing in ground with CC1:2:4 bed and two course of non poisonous anti-corrosive PRE SR 11-12,I.NO-6/P-44. ---- as per directions of engineer incharge of work.

Geophysical investigation of site for sinking Bore well for supplying drinking water to the habitaion either through hand pump scheme mini water supply scheme or piped water supply scheme by vertical elctrical sounding by adopting vannur are schlumbergers method . including re connissance survey of geological formation. Geohidroligical investigation of existing ground water in the vicinity its quality. Quantity and acceptablity of the user. Indicating the location of site . Recommended depth of casing pipe required to seal the top un consolidated formation including extra depth of 1mt in consolidated formation for proper ceating of casing pipes. Depth of drilling corvering full depth of aquifer proposed to be tapped. probable yield and other information required for safe drinking and harnessing including transportation of instrument and accessories to work site. engaging techinical personnel and lobour required etc complete. ---- as per directions of engineer incharge of work.

Sinking the Bore well of the 150mm dia clear using super fast hydrolic ring of capacity 250PSIG & above 900CFM& above in all strata including over burden up to 20mm. Fixing of casing pipes ,collears and cap with ncessory cutting threding and welding including transpotation of ring and supporting vehicle. Crew charges and cost of consumables etc complete including yield testing at that final depth with a minimum working of compressor for 1 hour (excluding cost of casing pipes,collars, and cap. etc ) i) Up to 0.00 to 50.00 mtrs ---- as per directions of engineer incharge of work.

Sinking the Bore well of the 150mm dia clear using super fast hydrolic ring of capacity 250PSIG & above 900CFM& above in all strata including over burden up to 20mm. Fixing of casing pipes ,collears and cap with ncessory cutting threding and welding including transpotation of ring and supporting vehicle. Crew charges and cost of consumables etc complete including yield testing at that final depth with a minimum working of compressor for 1 hour (excluding cost of casing pipes,collars, and cap. etc ) ii) Up to 50.00 to 100.00 mtrs ---- as per directions of engineer incharge of work.

Sinking the Bore well of the 150mm dia clear using super fast hydrolic ring of capacity 250PSIG & above 900CFM& above in all strata including over burden up to 20mm. Fixing of casing pipes ,collears and cap with ncessory cutting threding and welding including transpotation of ring and supporting vehicle. Crew charges and cost of consumables etc complete including yield testing at that final depth with a minimum working of compressor for 1 hour (excluding cost of casing pipes,collars, and cap. etc ) ---- as per directions of engineer incharge of work.

KSRB13-8.9 : Providing and fixing to wall, ceiling and floor high density polyethylene pipes 6.00 kgf/sq.cm working pressure 140mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. ---- as per directions of engineer incharge of work.

KSRB13-3.1: Providing and fixing in trenches galvanised / mild steel tubes (medium grade) 15mm dia nominal bore with all fittings ( earth work in trenches to be measured and paid for separately ) including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. ---- as per directions of engineer incharge of work.

Providing & fixing Gun metal wheel valve confirming to IS specification of approved quality and make as per directions with all lead & lift. Gun metal wheel valve 50 mm ---- as per directions of engineer incharge of work.

Providing & Fixing MS cap. ---- as per directions of engineer incharge of work.