KSLS

Clearing thin jungle growth ( more than 50 percent open space ) including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road / embankment as directed etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Excavation in ordinary rock (including HDR) without blasting including boulders above 0.30 m upto 0.6 m dia. For canals, seating of embankment, filter drain / catch water drains etc., including dressing of bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soft rock neatly in dump area or for formation of service road as directed etc.,complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Excavation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated rock in dump area or for formation of service road as directed etc., complete including all Lifts and Leads as directed by the Engineer-in-Charge.

Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including levelling the bed by removing all projections by hammering / chiselling, cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump area and levelling the same as directedetc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing semi-pervious / pervious casing embankment using soil from approved borrow area in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, transporting, spreading in layer of specifiedthickness, breaking clods, sectioning, watering, compacting to density control of not lessthan 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing semi-pervious / pervious casing embankment using soil from approved dump area in layers of 25 cm before compaction including cost of all materials, machinery, labour,all operations such as re-excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/8 to 10 tonne power roller etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing semi-pervious / pervious casing embankment using soil collected in heaps in embankment area as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning and compacting each layer without watering to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal(75 mm thick) including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge

Laying and fixing of 100 mm Dia 300 mm long precast porus CC plugs in bed and sides using 1.181 Kgs of cement per each using 20 mm HG metal and placing in local filters of size 600x600x750 mm in size including Excavation of drains and Cost of procuring of all materials, including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Laying Longitudinal Drains and Transverse drains of Size 600 x 600 x 750 mm in Bed and filling with 12 mm to 40 mm HG machine Crushed metal and sand in bed including Excavation of drains and Cost of procuring of all materials, including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing and forming 35 mm wide and 10 mm thick construction / contraction joints for concrete lining by mastic filler including cost of all materials, labour etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing and fixing 20 mm thick 150 mm depth tarfelt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing and fixing 20 x 20 x 75 cm size roughly dressed boundary / demarcation /chainage / arrow stones including cost of all materials, labour, engraving marks, fixing in position, murum filling etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Excavation for Structures- Mechanical Means( Data adopted from MORTH) Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, 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.Depth upto 3 m including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., completeincluding all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,finishing, curing, packing joints with asphalt mortar etc., completeincluding all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing and laying insitu M- 25 ( 28 days cube compressive strength not less than 25 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,finishing, curing, packing joints with asphalt mortar etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc.,complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing and fixing 100 mm dia perforated PVC pipes 40 cm long for Weep holes including cost of all materials, labour, drilling 8 mm dia holes etc. complete including all Lifts and Leads as directed by the Engineer-in-Charge. Consider 10 Nos 100 mm dia PVC pipes 40 cm long each.

Laying and jointing 300 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Laying and jointing 600 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.(Cement content: 24.8 kg / joint, FA : 0.025cum/joint, Hemp Yarn : 0.22kg/joint)

Laying and jointing 900 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,labour, aligning, packing joints with hemp, finishing, curing etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.(Cement content: 44.6 kg / joint, FA : 0.045cum/joint, Hemp Yarn : 0.34kg/joint)

Providing and Constructing 30 cm thick dry rubble stone pitching including cost of all materials,labour,hand packing,finishing etc.,complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge. ( rubble stones : 0.33 cum/sqm)

"OT SLUICE SHUTTERS Screw Gear Hoist Including Platform for below 5 Tons Capacity (Small Gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of supporting structure, platform etc. with all accessories for operating canal escape/ regulator gate with all accessories including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding, finishing etc. complete as per Specification and approved drawings (without painting on mechanical cleaning surfaces) including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

"OT SLUICE SHUTTERS for Below 5 Tons capacity (small gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Sluice Shutters consisting of skin plate, horizontal and vertical angles, stiffeners, rubber seals, clamps with all accessories for sluice shutters including cost of all materials, machinery, labour, seal fixing etc., complete as per specifications and approved drawings (without painting on mechanical cleaning surfaces) including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

OT SLUICE SHUTTERS EM parts for Below 5 Tons capacity (small gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sil beam, slide tracks, seal seats, Guide plates etc. with all accessories including cost of all materials, machinery, labour, etc. complete as per specifications and approved drawings. (without painting on mechanical cleaning surfaces) including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Manufacture, Supply and Delivery 300 mm Dia NP3 of R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipes 600mm dia conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Manufacture, Supply and Delivery 900 MM Dia NP3 of R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot NP-3 pipes conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Supply of high performance expansion joint filler board conforming to IS: 1838 - 18 mm THICK and fixing including labour charges for finished item of work including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Supply and placing of Guard stone of 1200x200x200 Asper SOR item no 32a 21-22 Page No 28 including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing cohesive non-swelling ( CNS ) soil lining to canal using soil collected in heaps along the edge of canal requiring CNS soil lining as part of the disposal of excavated soil from canal excavation in CNS soil reach including spreading in layers of thickness not more than 15 cm, breaking clods, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing & constructing Sand filling below foudation including cost of all materials, machinery, labour, watering, ramming etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Excavation for foundation in all kinds of soil including boulders upto 0.30 m diameter for dam, spillway,intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing and fixing 25 mm dia 3 m long cold twisted deformed steel dowel bars with one end driven into 45 to 50 mm diameter 1.50 m deep hole drilled in bed rock and other end provided with L-bend for embedding in concrete / masonry of over flow / non-over flow blocks and other appertenant works including cost of drilling and cleaning hole, filling hole with cement mortar 1 : 1 proportion, driving anchor rod, cost of all materials, machinery, labour etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing and constructing coursed rubble masonry second sort in CM 1:4 proportion with stones from approved source including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Excavation for foundation in ordinary rock (including HDR) without blasting including boulders above 0.3 m upto 0.6 m dia for dam, spillway, intake structure and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Excavation for foundation in hard rock (including F&F) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for dam, spillway, intake structure and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Excavation for foundation in hard rock (including F&F rock) including boulders above 0.6 m upto 1.2 m dia. by controlled blasting and controlling fly rock by muffling arrangements for dam, spillway, intake structure and other appurtenant works and other open foundation works and placing the excavated material neatly in dump area or disposing off the same including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Providing and fixing 25 mm diameter steel rock bolts with mechanical / wedge type anchorage including drilling 35 mm dia holes, providing 15 cm long 20 mm thick steel tapered wedge, 10 mm thick plate washers and nuts, tightening bolt by torque wrench, cost of all materials, machinery, labour, ventilation, lighting, drainage and all other ancillary operations etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Design, fabrication, supply, erection, testing and commissioning of vertical lift gates and stoplog gate elements, consisting of skin plate, horizontal and vertical girders, stiffeners, lifting pins, bronze padded slide blocks/bearings, guide shoes,rubber seals, clamps etc., with all accessories including cost of all materials,machinery, labour, seal fixing etc.,complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces) including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Fabrication, supply, erection, testing and commissioning of adequate capacity Class- II type moving gantry crane consisting of rail mounted gantry frame, top platform with hand railing, long / cross travel arrangements, rope drums, gear systems, electric motors, electro-magnetic brake system, cabin, control panel, wire rope, ladder, motorised cable reeling drum etc., with all accessories for operating spillway stop log gate elements and river sluice /canal sluice emergency gates including cost of all materials, machinery, labour, etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Design, fabrication, supply, erection and commissioning of rail track using 45 kg / m standard rails on spillway bridge for movement of gantry crane for handling and operating spillway stoplog gate elements / river sluice / canal sluice emergency gate including cost of all materials,machinery, labour, complete (without painting on sand-blasted or mechanical cleaning surfaces) including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Cleaning gates / hoists / embedded parts/lifting beams etc, to expose fresh metal surfacefor painting by sand blasting method including cost of all materials, l abour, machinery, scaffolding, etc., complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

painting of embedded metal parts and all types of gates, stoplogs,etc, on sand blasted surfaces with one coat of inorganic zinc silicate (airless spray preferred)70+/- 5 and two super coats with a total thickness of 300 microns (each 150+/- 5) of solventless coaltar epoxy paint each coat 150 microns ( total 300 microns) cost of all materials, labour, scaffolding etc., complete incliding all lifts and Leads as directed by the Engineer-in-Charge. (Upstream surface of gates portion may be painted with solventless coaltar epoxy brown paint instead of solventless coaltar black. The rate for coaltar epoxy brown shall be adopted in data for Upstream side painting)

Masonry work in CM(1:6) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including sales & other taxes on all materials and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contrctor profit etc., complete for finished item of work.including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Plastering 12mm thick in two coats using screened sand with base coat of 8 mm thick in CM (1:5) and top coat of 4mm thick in CM (1:3) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Flooring with heavy duty industrial varietyporcelain vitrified tile of size 600 x 600 mm and thickness between 8 to 10mm 1st quality conforming to IS: 13711, IS: 13712, IS: 13630(Parts 1 to 15) of any colour and finish in all shades and designs with borders and design as per the approved flooring pattern as directed by the Engineer-In -Charge, laying tiles using spacers of 2mm thick, set over a base coat of CM (1:8) prop. 12mm thick using screened sand over CC bed already laid or RCC roof slab , including neat cement slurry of honey like consistancy spread @ 3.3 kgs per Sqm. and jointed neately with white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, white cement etc., to site (excluding cost of C.C. bed) including cost of base coat and all labour charges for mixing of cement mortar, laying tiles to required slope including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Flooring with Non-skid red or white full body Ceramic floor tiles of size 300 x 300 mm and thickness between 8 to 10mm 1st quality conforming to IS: 13711, IS: 13712, IS: 13630(Parts 1 to 15) of any colour and finish in all shades and designs with borders and design as per the approved flooring pattern as directed by the Engineer-In -Charge, laying tiles using spacers of 2mm thick, set over a base coat of CM (1:8) prop. 12mm thick using screened sand over CC bed already laid or RCC roof slab , including neat cement slurry of honey like consistancy spread @ 3.3 kgs per Sqm. and jointed neately with white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, white cement etc., to site (excluding cost of C.C. bed) including cost of base coat and all labour charges for mixing of cement mortar, laying tiles to required slope including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Supply & application of one coat water based cement primer of interior grade I and two coats of acrylic emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for internal walls including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., and overheads & contractors profit complete for finished item of work in all floors for internal painting .including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Supplying and fixing of Unplasticized Poly Vinyl Chloride (UPVC) 3 track sliding doors with mesh shutter provision – (2-glass shutters)- 95 -Series duly manufactured using UPVC reinforced profiles(Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin) of (108 mm x 45 mm)/(95.50 mm x 60 mm) x 2.20 mm for outer frames, (75 mm x 39 mm)/(66 mm x 42 mm) x 2.20 mm for sliding door shutter frames capable of mounting single glazing system, structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.2 mm prefabricated & welded through fusion welding the door sash shall be fitted with 6 mm thick clear float glass of reputed make duly fixed with Grey colour TPV Gasket for sash & Glazing bead shall be co-extruded with Grey colour soft PVC. Door shall be provided with standard hardware & multi point locking system of Patio/Bent espagulate .the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site complete for finished item of work.including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Supplying and fixing of Unplasticized Poly Vinyl Chloride (UPVC) casement windows open able shutters duly manufactured using UPVC reinforced profiles of (48 mm x 60 mm)/ (58 mm x 60 mm) x 2.0 mm for outer frames, (64 mm x 60 mm)/(72 mm x 60mm) x 2.0 mm for mullion sections for two or more open able shutters and (78 mm x 60 mm)/(72 mm x 42 mm) x 2.0 mm for outward open able shutter frame or (70 mm x 60 mm)/ (72 mmx 42 mm) x 2.0 mm for inward open able shutter frame capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.2 mm prefabricated & welded through fusion welding the window sash shall be fitted with 5 mm thick clear float glass of reputed make duly fixed with TPV Gaskets/ EPDM weathering seal resistant accessories for casement window - friction stay hinges of stainless steel grade 304- 2 Nos., per sash, handle with mazak alloy casting 1 No. per sash, locking system suitably concealed 1 No., per sash provided with raiser wedges for smooth operation and the system is to be installed at the site using anchor fasteners, siliconrubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materialsaccessories, labour charges for transportation, erection at site with templates for casement sizing complete for finished item of work. including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Supply and fixing of pre-painted steel top hung and fixed louvered ventilators made of pre - painted steel as per IS 513 of -0.58 mm thick 'D quality, galvanized as per IS 277, finish painted with a polyester paint & 4 mm pinhead glass for ventilators with EPDM Gasket with handle made of high grade aluminium powder coated and nylon receiver, corner brackets made of CRCA with Zinc Phosphate, Mullion caps made of glass filled nylon, frames fixed to the concrete /masonry wall by means of self expanding screws including 10 mm square guard bars with 6 pitch complete for finished item of work for (i) Ventilators: Fixed louvers 2'-0 x 2'-0 (609.6x609.6mm)(Box section) outer frame section size of 33 x 56 mm and (ii) Ventilators: Fixed louvers 4'-0 x 2'- 0 (1219.2 x 609.6 mm) (Box section) outer frame section size of 33 x 56 mm Mullion section size of 33 x 56 mm and (iii) Ventilators: Fixed louvers 4'-0 x 3'-0 (1219.2 x 914.4 mm) (Box section) outer frame section size of 33 x 6 mm Mullion section size of 33 x 56 mm including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Supply & fixing of Rolling shutter made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end-locks, mounted on specially designed pipe shaft of 50mm Diameter nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and arrangements for inside & outside locking with push-pull operations including cost of hood cover and springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc complete for finished item of work as per special Spec: 1108 .including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Supply of fibre reinforced corrugated sheets 6 mm thick(Non asbestos) in compliance with Type-A Category –C class-7 of IS 14871 for roofing. including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Supplying and fixing Gyp Board Suspended regular single layer false celling (GS-MFSC-4.1 as per India Gypsum) using 12.5mm thick Gyp Board conforming to IS:2095-1982 fixing to Gyp steel GI perimeter channels of size 20mmX27mmX30mm(web) of 0.55 mm thick along the perimeter of ceiling screw fixed to brick work/partion at 610mm c/c and suspending the frame work using Internmediate channels (45mmX15mmX15mmX0.9mm) from soffit at 1220 mm c/c with ceiling angle (25mmX10mmX0.55mm) fixed with GI Cleat and steel expansion fasteners & connecting clip to the ceiling channels (with knurled web of 51.5mmX26mmx10.5mmX0.55mm) fixed in direction perpendicular to the intermediate hannel at 457mm c/c and fixing the 12.5mm tapered edge Gypboard with 25mm drywall screws at 230mm c/c jointing and finishing using joint compound and paper tape to have a flush look including filling the tapered & square edges with jointing compound. two coats of drywall topcoat complete for finished item of work as per India Gypsum Ltd as per the specification complete . including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Manufacture, supply and delivery of M.S Pipes 500mm dia, 8mm thick conforming to IS:3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia M.S.Rings at each end of the pipe and out coating with cement mortar (1:3) 30mm thick. by shortcreting or gunetting duly providing wire mesh of size 50x50x3mm including cost of all materials, labour charges, transportation to anywhere in T.G & Cost of Laying, Jointing, Hydrostatic Filed Test, Pressure, Including Cost of Site Welding, Jointing Materials And Cost of Transportation of Water Including Emptying Pipe Line after completion of Field Testing including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Manufacture, Supply and delivery of Air Cushion valves / Quick Released damped Air Valves (QRDA) as per AWWA, Ex-factory and complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Manufacture, supply anddelivery of zero velocity valve/ PSLV with CI body with flanged ends as per AWWA, ex-factory eand complete including all leads and lifts as per approved drawings, specifications as directed by the Engineer-in-Charge.

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Vertical turbine Pump with 0.13 cumecs discharge and 60 KW Induction Motor with 415V terminal voltage, along with associated auxilaries and all associated equipment as per approved drawings, specifications as directed by the Engineer-in-Charge.

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Gate Valve 250mm dia (PN16) for discharge of 0.13cumecs for each pump dia as per SSR as per approved drawings, specifications as directed by the Engineer-in-Charge.

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Non Return Valve 250mm dia (PN20) for discharge of 0.13cumecs for each pump dia as per SSR as per approved drawings, specifications as directed by the Engineer-in-Charge.

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Star Delta starter panel as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of H.T and L.T Power cables as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Control cables including cable trays laying of cables etc as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Station Auxilary Board (415V) i) 630 A ACBs incoming feeder - 2 Nos from 315 KVA, (2 Nos) transformers ii) 150A outgoing feeders for motors-2 Nos. pumps and 1 No.spare iii) 100A outgoing feeder - 2 Nos iv) 63A outgoing feeder - 2 Nos v) 32A outgoing feeder - 4 Nos as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of 100 AH, 24V D.C Battery with Battery Charger and D.C.D.B as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Lighting as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Power House Earthing as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Fire Protection System as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of 415V capacitor banks as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Vertical turbine Pump with 0.13 cumecs discharge and 75 KW Induction Motor with 415V terminal voltage, along with associated auxilaries and all associated equipment as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Gate Valve 250mm dia (PN16) for discharge of 0.13cumecs for each pump dia as per SSR as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Non Return Valve 250mm dia (PN20) for discharge of 0.13cumecs for each pump dia as per SSR as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Star Delta starter panel as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of H.T and L.T Power cables as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Control cables including cable trays laying of cables etc as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Station Auxilary Board (415V) i) 630 A ACBs incoming feeder - 2 Nos from 315 KVA, (2 Nos) transformers ii) 150A outgoing feeders for motors-2 Nos. pumps and 1 No.spare iii) 100A outgoing feeder - 2 Nos iv) 63A outgoing feeder - 2 Nos v) 32A outgoing feeder - 4 Nos as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of 100 AH, 24V D.C Battery with Battery Charger and D.C.D.B as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Lighting as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Power House Earthing as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of Fire Protection System as per approved drawings, specifications as directed by the Engineer-in-Charge

Design, preparation of drawings for approval, procurement, erection, testing, commissioning of 415V capacitor banks as per approved drawings, specifications as directed by the Engineer-in-Charge