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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.3 CrAccepted-Finance | ₹48.3 Cr | L1 | Accepted-Finance L1.Accepted |
| 2 | L2₹48.3 CrAccepted-Finance | ₹48.3 Cr | L2 | Accepted-Finance L2.Accepted. |
Tender Value
₹48.5 Cr
EMD Value
₹25 L
Closing Date
16 Apr 2025, 4:00 pmClosed
Chief Engineer Projects
Office of Chief Engineer Projects, vydyuthi bavanam, Thiruvananthapuram
Execution of Balance Civil works of Pazhassi Sagar SHEP (3X2.5 MW)- Construction of Intake structure, Silt control weir, Tunnel Back filling, Fabrication Supply and erection of Steel liners, Construction of Power House, Tail race channel, Access road
2025_KSEB_742735_1
CE(Projects)/Tender/24-25/01
Open Tender
Civil Works - Others
540 days
Chavassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹17,700
₹25 L
Yes
Vydyuthi Bhavanam, Thiruvananthapuram
29 Jul 2025
27 Feb 2025
21 Apr 2025
4 Mar 2025
16 Apr 2025
8 Mar 2025
4 Mar 2025 - 10 Apr 2025
4 Apr 2025
Amount
INTAKE & ALLIED STRUCTURE
Common excavation in all classes of soil including boulders up to 500 dm3 in size and disposing the unserviceable materials including all lead and lifts etc. complete.
Excavation in rock and boulders above 500 dm3 in size by controlled and protected blasting in wet/ dry condition at all elevations using modern explosives , shock tube initiation system (NONEL),drilling with jack hammer etc.,conveying and disposing the unserviceable materials including all lead and lift and cost of compressed air, jack hammer, water line, blast mat etc. complete
Chiselling, Wedging, barring, picking, etc. on hard rock / concrete wherever necessary and disposing the unserviceable materials including all lead and lift etc. complete.
Dismantling, clearing away and carefully stacking materials useful for reuse for any thickness of walls of brick, laterite or rubble in cement mortar /Lime/Surkhi mortar including disposal of debris within a distance of 150 m.
Random rubble masonry in CM 1:5 for foundation and basement including cost of all materials, conveyance, labour charges, etc. complete as per specifications excluding cost of cement.
Pointing Random rubble masonry with CM 1:3 including cost of all materials, conveyance, labour charges, etc. complete excluding cost of cement as per specifications.
Rubble pitching/ Rough stone dry packing to lines and levels including cost of all materials, conveyance, labour charges, etc. complete as per specifications.
Rubble pitching/ Rough stone dry packing to lines and levels including cost of all materials, conveyance, labour charges, etc. complete as per specifications.
Foundation preparation for placing concrete including chisel dressing wherever required at all elevations and cleaning the surface with compressed air and water etc.and disposing the unserviceble materials including all lead, lift conveyance and labour charges etc.
Drilling holes for providing anchor /dowel bars varying in depth and diameter in rock or concrete and cleaning the holes, grouting with cement grout (CM 1:2) after fixing dowel bars including cost of all materials, labour etc. complete as per specification and drawings excluding cost of cement.
Providing anchor bars of varying depth using Tor steel, bend, jumped, etc. including cost and conveyance of steel, labour charges, etc. complete as per the specifications and drawing as directed by the departmental officers.
Levelling course with cement concrete M10 with 20mm graded aggregate (using concrete pump) to lines and levels at all elevations including dewatering,cost of labour, weighing, batching, mixing, placing, vibrating, consolidating with vibrators, curing etc. complete but excluding cost of cement, materials and conveyance of all materials as per specifications.
Levelling course with cement concrete M10 with 20mm graded aggregate (using concrete pump) to lines and levels at all elevations including dewatering,cost for processing materials and conveyance of materials ,labour, weighing, batching, mixing, placing, vibrating, consolidating with vibrators, curing etc. complete but excluding cost of cement as per specifications.
Levelling course with cement concrete M10 with 20mm graded aggregate (using concrete pump) to lines and levels at all elevations including dewatering,cost and conveyance of all materials ,labour, weighing, batching, mixing, placing, vibrating, consolidating with vibrators, curing etc. complete but excluding cost of cement as per specifications. ( Contractor's materials)
Cement concrete M25 with 20mm graded aggregates for all structures laying to lines and levels at all elevations, consolidating, curing, including cost of labour but excluding cost of cement ,materials, conveyance of materials,formwork and reinforcement and as per specifications.
Cement concrete M25 with 20mm graded aggregates for all structures laying to lines and levels at all elevations, consolidating, curing, including cost for processing all materials, labour and conveyance charges but excluding cost of cement ,formwork and reinforcement and as per specifications.
Cement concrete M25 with 20mm graded aggregates for all structures laying to lines and levels at all elevations, consolidating, curing, including cost of all materials, labour and conveyance charges but excluding cost of cement ,formwork and reinforcement and as per specifications. (Contractor's materials)
Cement concrete M20 with 20mm graded aggregates laying to lines and levels for all structures at all elevations, consolidating, curing, including cost of labour but excluding cost of cement, materials, conveyance of materials, form work and reinforcement and as per specifications.
Cement concrete M20 with 20mm graded aggregates laying to lines and levels for all structures at all elevations, consolidating, curing, including cost for processing all materials, labour and conveyance charges, etc. complete but excluding cost of cement, form work and reinforcement and as per specifications.
Cement concrete M20 with 20mm graded aggregates laying to lines and levels for all structures at all elevations, consolidating, curing, including cost of all materials, labour and conveyance charges, etc. complete but excluding cost of cement, form work and reinforcement and as per specifications. ( Contractor's materials)
Cement concrete M20 with 40mm graded aggregate for filling at all locations/ elevations wherever necessary including cost of labour,, weighing, batching, mixing, placing, vibrating, consolidating with vibrators, curing etc. complete but excluding cost of cement, materials, conveyance of materials as per specifications.
Cement concrete M20 with 40mm graded aggregate for filling at all locations/ elevations wherever necessary including cost and conveyance of all materials ,labour,, weighing, batching, mixing, placing, vibrating, consolidating with vibrators, curing etc. complete but excluding cost of cement, as per specifications.
Cement concrete M20 with 40mm graded aggregate for filling at all locations/ elevations wherever necessary including cost and conveyance of all materials ,labour,, weighing, batching, mixing, placing, vibrating, consolidating with vibrators, curing etc. complete but excluding cost of cement, as per specifications. ( Contractor's materials)
Plum cement concrete M10 with 20mm graded aggregates (60%), over plumming of broken rubbles of size 10 -23 cm (40%), (using concrete pump) laying to lines and levels at all elevations, consolidating, curing, including labour charges, etc. but excluding cost of cement, materials, and conveyance complete, and as per specifications.
Plum cement concrete M10 with 20mm graded aggregates (60%), over plumming of broken rubbles of size 10 -23 cm (40%), (using concrete pump) laying to lines and levels at all elevations, consolidating, curing, including cost for processing all materials and labour charges, etc. but excluding cost of cement complete, and as per specifications.
Plum cement concrete M10 with 20mm graded aggregates (60%), over plumming of broken rubbles of size 10 -23 cm (40%), (using concrete pump) laying to lines and levels at all elevations, consolidating, curing, including cost of all materials and labour charges, etc. but excluding cost of cement complete, and as per specifications. (Contractor's materials)
Cement concrete M15 with 20mm graded aggregate for drains, yards, base and top of RR retaining wall etc. at all levels including cost of labour, weighbatching, mixing, placing, vibrating, curing etc. complete but excluding cost of cement ,materials, conveyance, form work and steel as per specification.
Cement concrete M15 with 20mm graded aggregate for drains, yards, base and top of RR retaining wall etc. at all levels including cost for processing materials and conveyance of processed materials labour, weighbatching, mixing, placing, vibrating, curing etc. complete but excluding cost of cement , form work and steel as per specification.
Cement concrete M15 with 20mm graded aggregate for drains, yards, base and top of RR retaining wall etc. at all levels including cost and conveyance of all materials labour, weighbatching, mixing, placing, vibrating, curing etc. complete but excluding cost of cement , form work and steel as per specification. (Contractor's materials)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding etc.complete at all elevations using Thermo-Mechanically Treated bars including cost and conveyance of all materials labour charges etc. complete.
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. walls
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Compacted backfilling with departmental earth compacting in layers including all lead and lift , labour charges etc. as per specifications.
Uncompacted backfilling with departmental earth including all lead and lift , labour charges etc. as per specifications.
Furnishing and installing miscellaneous metal works such as hatch cover and frames, gratings, chequered plates, ladder, hand rails, grills, embedded parts etc. using contractors materials in various floors including cost of materials, conveyance, painting with primer and synthetic enamel two coats etc. complete as per specifications.
Providing and filling the expansion joints with bitumen pad (25 mm) as per drawings and specifications and as directed by departmental officers including cost of all materials, labour, etc. complete.
Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete.
Drilling in rock / concrete using diamond drill(without cores), and re-drilling wherever required, including labour charges, machinery, air, water, etc. as per specifications.
Drilling in rock / concrete using percussion drill, and re-drilling wherever required, including labour charges, machinery, air, water, etc. as per specifications.
Pressure grouting with cement with/without packers at required consistency including all labour charges, machinery, equipment, air, water, etc. as per specifications and as directed by the departmental officers, but excluding cost of cement.
Second stage concrete M25 with 20mm graded aggregate at all elevations without disturbing the lines and levels of embedded parts, proper consolidating, curing, including cost of labour and as per specifications, but excluding cost of cement, materials, conveyance etc complete as per specifications.
Second stage concrete M25 with 20mm graded aggregate at all elevations without disturbing the lines and levels of embedded parts, proper consolidating, curing, including cost for processing all materials, labour and conveyance charges and as per specifications, but excluding cost of cement.
Second stage concrete M25 with 20mm graded aggregate at all elevations without disturbing the lines and levels of embedded parts, proper consolidating, curing, including cost of all materials, labour and conveyance charges and as per specifications, but excluding cost of cement. ( Contractor's materials )
Shotcreting with 9mm graded aggregates thickness of 50mm in one layer, laying to lines and levels at all elevations, consolidating, curing, including cost of all materials and labour charges, etc.as per specifications, but excluding cost of cement.
Supplying, furnishing and installing chain link / welded mesh for shotcreting/guniting wherever required at all elevations including cost of all materials, labour and conveyance charges, etc. complete.
Providing and fixing in position 110 mm dia PVC pipes(6kgf/cm2) for weep holes in abutments including cost of all materials, conveyance, labour charges, etc. complete as per specifications and as per directions of the departmental officers.
Providing filter media behind abutments using 40mm broken stone including all lead and lift , labour charges etc. complete as per specifications.
Supplying and fixing hand rails / ladder with GI pipes of 32 mm including cost of all materials, labour, fabrication charges, painting , etc. complete as per specifications.
Supplying and fixing hand rails / ladder with GI pipes of 40 mm including cost of all materials, labour, fabrication charges, painting , etc. complete as per specifications.
Supply and usage of cement at site including cost of cement, conveyance charge, storage arrangements, charges for stacking and re-stacking if nescessery, etc. complete.
Supply and stacking stone rubble for RR masonry/DR masonry/DR pitching /DR filling including all cost of materials and conveyance charges etc. complete
Supplying and stacking M sand/fine sand at site for different works including all cost and conveyance of materials, labour charges for stacking etc. complete.
Supply and stacking of 25mm/20mm/12mm/6 mm coarse aggregate (if sufficient quantity of departmental blasted rubble is not available at site ) at site for concrete work including cost of material, conveyance, etc. complete.
Supply and usage of admixture/Plasticizer in the items of design mix for concrete work at site including cost of material, conveyance, mixing, storage arrangements if necessary etc. complete.
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm)
Design, furnishing all materials, Fabrication, supply and erection of two sets of vertical lift gate for the power tunnel intake to suit rectangular openings each of clear size 5.10x6.50 mwith wheel assembly and bearings, roller tracks, guides, guide rollers mounting for suspension of gates, seals, seal seats, seal base clamp plates etc complete with all accessories and associated embedded parts, bolts, nuts etc, painting with two coats of epoxy paint over priming coat and greasing as per drawings and as directed by departmental officers.
Design, furnishing all materials, Fabrication,supply and erection of intake gate groove fixture( including parts to be embedded in concrete) for the gate openings and intake openings of size 5.10x6.50 m for the free movement of gate units within the gate grooves and for water sealing etc including all costs for handling and transportation of fixtures and their shop/field assembly, testing and paintng with two coats of epoxy paint over priming coat and greasing etc complete as per drawings and as directed by departmental officers.
Design, Supply, Fabrication and Erection of Trashrack using various size steel sections etc., straightening, cutting, fabricating and hoisting including applying one coat of iron primer and painting with epoxy paint two coats, etc. complete as per drawings and as directed by the departmental officers.
Providing air vent pipes of specified dia etc. at the downstream of intake gates including all labour charges, transporting chages, painting etc. complete as per drawings and as directed by departmental officers.
Design, fabrication, supply and erection of both mechanically and electrically operated hoist mechanism fitted over structural steel hoist plat form including wire ropes, motors, reduction geares of all types, shafting drums, breakes, dogging device, wiring, push button stations, indicators, other controlls, pressure switches and all other accessories and associated embedded parts etc complete including sheaves, pulleys for wire ropes, covers, bolts, nuts including chequered plates, cross girders etc including all costs for handling, transportation, their shop/field assembly, testing and paintng with two coats of enamel paint over priming coat as per drawings and as directed by departmental officers.
Design, furnishing all materials, fabrication and construction of Coffer dam for an area of approximately 50m length and 16 m height at intake portion including all materials, labour, hire charges etc. complete as per approved drawings and directions of Engineer in charge including demolition of the structure after completion of required purpose for a period not less than one year. Quoting rate shall be for weight of material in kilogram
Tunnel concrete Back filling & steel lining
Mucking loose and jointed rock fallen due to weak nature of rock in tunnel and depositing the muck at designated areas including all leads and lifts, machinery, fuel, labour, lighting, ventilation, dewatering, etc. complete as per the direction of departmental officers.
Providing rock bolts of specified diameter and length, cutting and threading steel rods after drilling at specified locations at all elevations including cost of all materials, cement, scaffolding, labour, curing etc. as per specifications.
Drilling in rock / concrete using diamond drill(without cores), and re-drilling wherever required, including labour charges, machinery, air, water, etc. as per specifications.
Drilling in rock / concrete using percussion drill, and re-drilling wherever required, including labour charges, machinery, air, water, etc. as per specifications.
Pressure grouting with cement with/without packers at required consistency including all labour charges, machinery, equipment, air, water, etc. as per specifications and as directed by the departmental officers, but excluding cost of cement.
Cement concrete M20 with 20mm graded aggregate for back filling of tunnel invert portion including cost of all materials, form work, labour, conveying, laying, vibrating , curing etc,but excluding cost and conveyance of cement and aggregates complete as directed by departmental officers
Cement concrete M20 with 20mm graded aggregate for back filling of tunnel invert portion including cost of all materials, form work, labour, conveying, laying, vibrating , curing etc,but excluding cost of cement complete as directed by departmental officers(including processing charge and conveyance of aggregates)..
Cement concrete M20 with 20mm graded aggregate for back filling of tunnel invert portion including cost of all materials, form work, labour, conveying, laying, vibrating , curing etc,but excluding cost of cement complete as directed by departmental officers.
Cement concrete M20 with 20mm graded aggregate for backfilling of tunnel overt portion including cost of all materials, form work, labour, conveying, laying, vibrating , curing etc, complete excluding cost and conveyance of cement and aggregates as directed by departmental officers.
Cement concrete M20 with 20mm graded aggregate for backfilling of tunnel overt portion including cost of all materials, form work, labour, conveying, laying, vibrating , curing etc, complete excluding cost of cement as directed by departmental officers (including processing charge and conveyance of aggregates). Taking 40% of item No 8
Cement concrete M20 with 20mm graded aggregate for backfilling of tunnel overt portion including cost of all materials, form work, labour, conveying, laying, vibrating , curing etc, complete excluding cost of cement as directed by departmental officers.
Supply and usage of cement at site including cost of cement, conveyance charge, storage arrangements, charges for stacking and re-stacking if nescessery, etc. complete.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding etc.complete at all elevations using Thermo-Mechanically Treated bars including cost and conveyance of all materials labour charges etc. complete.
Supply and usage of admixture/Plasticizer in the items of design mix for concrete work at site including cost of material, conveyance, mixing, storage arrangements if necessary etc. complete.
Supply and usage of fine aggregate/M Sand at site for concrete work including cost of material, conveyance, etc. complete.
Removing tunnel Muck and depositing at designated areas including all lead upto 5km and lifts, machinery, fuel, labour, lighting, ventilation, dewatering, etc. complete as per the direction of departmental officers.
Ultrasonic inspection of steel plate conforming to IS2002 Grade 2 or its equivalent specifications at place of delivery/ fabrication, prior to fabrication of plates including all expenses for testing arrangements, labour charges etc. complete as per specifications, approved drawings and as directed by departmental officers.
Supply and Fabrication of steel liners at erection site using steel plates conforming to IS2002 Grade 2 or its equivalent specifications, including cost of steel, electrodes, welding flux and accessories, carrying out stress relieving and all tests other than those for which separate items are included, providing grout holes ,shot/sand blasting and protective coating for inside two coats of Zinc rich primer and two coats of coal tar epoxy paint, for outside one coat of zinc rich primer followed by cement wash having a composition of cement, water and pottassium dichromate in 20:8:1 ratio first coat at workshop, insurance charges, all labour charges, transportation charges etc. complete as per specifications, approved drawings and as directed by the departmental officers.
Supply and Fabrication of flanges, bends, expanders, reducers, Y piece, specials with grout holes etc by using steel plates conforming to IS2002 Grade 2 or its equivalent specifications, including cost of steel, electrodes, welding flux and accessories, carrying out stress relieving and all tests other than those for which separate items are included, sand blasting and protective coating for inside two coats of Zinc rich primer and two coats of coal tar epoxy paint, for outside one coat of zinc rich primer followed by cement wash having a composition of cement, water and pottassium dichromate in 20:8:1 ratio first coat at workshop, insurance charges, all labour charges, transportation charges etc. complete as per specifications, approved drawings and as directed by the departmental officers.
Erection and installation of steel liners and specials etc. including conveyance to the haulage position over the substructure anchors, placing in position, assembling, welding, followed by second coat of cement wash having a composition of cement, water and pottassium dichromate in 20:8:1 ratio, etc. complete as per specifications and approved drawings including all labour charges, transportation charges, equipments, final protective coating, insurance charges etc. complete as directed by the departmental officers.
Carrying out Ultrasonic testing of weld joints as per relevant specifications in ASME including labour, scaffolding , Lubricants, food accomodation , transportation ,hire charges of equipment etc in all respectincluding all overheads etc.
Finishing with Zinc rich priming coat including preparation of surface, etc. complete.On steel work (two coat)
Painting old iron surface with coal tar epoxy paint of approved quality and colour two coats after smoothening with sand paper and cleaning the surface, including cost and conveyance of all materials , labour charges etc.complete.
Cement wash having a composition of cement, water and pottassium dichromate in 20:8:1 ratio over one coat of already applied zinc rich primer for protective coating of outer periphery of steel liners including cost of all material, labour, transportation charges, other incidental charges, etc. complete as per specifications, and as directed by the departmental officers.
Fabrication of steel liners at erection site using steel plates, including cost of electrodes, welding flux and accessories, carrying out stress relieving and all tests other than those for which separate items are included, providing grout holes ,shot/sand blasting and protective coating for inside two coats of Zinc rich primer and two coats of coal tar epoxy paint, for outside one coat of zinc rich primer followed by cement wash having a composition of cement, water and pottassium dichromate in 20:8:1 ratio first coat at workshop, insurance charges, all labour charges, transportation charges etc. complete as per specifications, approved drawings but excluding cost of steel plates, charges for cutting & edge preperation, bending and rolling charges etc.and as directed by the departmental officers.
Cleaning of exposed steel surface including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge.
Welding by gas or electric plant including transportation of plant at site etc.complete.
Cleaning the surface of steel liners, flanges, bends, expanders, reducers, Y piece, specials etc. from rust, loose and foreign material etc. to give it a total rust free steel surface at all locations as directed by Engineer - in - Charge including inside of tunnel by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry,including cost of all materials, labour etc. complete as per specification and direction of Engineer-In-Charge
Applying priming coat (Second coat) of zinc rich primer for steel liners flanges, bends, expanders, reducers, Y piece, specials etc. at all locations as directed by Engineer - in - Charge including inside of tunnel, prepared and applied as per manufacturer's specifications including cost of all materials, labour, preparation of surface, etc. complete as per specification and direction of Engineer - in - Charge
Supplying and stacking 20mm /12mm/10mm/6mm stone aggregate for concrete including all cost and conveyance of materials, labour charges for loading, unloading and stacking etc as per the direction of departmental officers.
Power House ,Tailrace,Switch yard and Access Roads
Common excavation in all classes of soil including boulders up to 500 dm3 in size and disposing the unserviceable materials including all leads and lifts etc. complete.
Excavation in rock and boulders above 500 dm3 in size by controlled and protected blasting in wet/ dry condition at all elevations using modern explosives , shock tube initiation system (NONEL),drilling with jack hammer etc.,conveying and disposing the unserviceable materials including all lead and lift and cost of compressed air, jack hammer, water line, blast mat etc. complete.
Excavation in rock and boulders above 500 dm3 in size by non explosive agent/splitter or any other method with out resorting to the use of conventional explosive materials with jack hammer etc. drilling, conveying and disposing the unserviceable materials including all lead and lifts, cost of compressed air, jack hammer, water, etc.
Chiselling, Wedging, barring, picking, etc. on hard rock / concrete wherever necessary and disposing the unserviceable materialsincluding all lead and lifts.
Random rubble masonry in CM 1:5 for foundation and basement including cost of all materials, conveyance, labour charges, etc. complete as per specifications excluding cost of cement and rubble.
Random rubble masonry in CM 1:5 for superstructure including cost of all materials, conveyance, labour charges, etc. complete as per specifications excluding cost of cement and rubble.
Pointing Random rubble masonry with CM 1:3 including cost of all materials, conveyance, labour charges, etc. complete excluding cost of cement.
Rubble pitching/ Rough stone dry packing to lines and levels including cost of all materials, conveyance, labour charges, etc. complete as per specifications.(Using Departmental Stones)
Rubble filling to lines and levels wherever required including cost of all materials, conveyance, labour charges, etc. complete as per specifications.(Using Departmental Stones)
Supplying and stacking Stone rubble for RR masonry/DR masonry/DR Filling including all cost and conveyance of materials, labour charges etc. complete.
Foundation preparation for placing concrete including chisel dressing wherever required at all elevations and cleaning the surface with compressed air and water etc.and disposing the unserviceble materials including all lead, lift conveyance and labour charges etc.
Drilling holes for providing anchor /dowel bars varying in depth and diameter in rock or concrete and cleaning the holes, grouting with cement grout (CM 1:2) after fixing dowel bars including cost of all materials, labour etc. complete as per specification and drawings excluding cost of cement.
Providing anchor bars of varying depth using Tor steel, bend, jumped, etc. including cost and conveyance of steel, labour charges, etc. complete as per the specifications and drawing as directed by the departmental officers.
Providing and fixing 110 mm nominal dia.PVC pipes (6 kg/cm2) for weepholes. This includes cutting of pipes to size and fixing in position, etc. complete as directed by departmental officers.
Levelling course with cement concrete M10 with 20mm graded aggregate (using concrete pump) to lines and levels at all elevations including dewatering,cost and conveyance of all materials ,labour, weighing, batching, mixing, placing, vibrating, consolidating with vibrators, curing etc. complete but excluding cost and conveyance of cement and aggregates.
Levelling course with cement concrete M10 with 20mm graded aggregate (using concrete pump) to lines and levels at all elevations including dewatering,cost and conveyance of all materials ,labour, weighing, batching, mixing, placing, vibrating, consolidating with vibrators, curing etc. complete but excluding cost of cement as per specifications.(including conveyance and processing charges of aggregates)
Levelling course with cement concrete M10 with 20mm graded aggregate (using concrete pump) to lines and levels at all elevations including dewatering,cost and conveyance of all materials ,labour, weighing, batching, mixing, placing, vibrating, consolidating with vibrators, curing etc. complete but excluding cost of cement as per specifications.
Cement concrete M25 with 20mm graded aggregates for all structures laying to lines and levels at all elevations, consolidating, curing, including cost of all materials, labour and conveyance charges but excluding cost of cement ,formwork and reinforcement as per specifications. (using departmental aggregates at site)
Cement concrete M25 with 20mm graded aggregates for all structures laying to lines and levels at all elevations, consolidating, curing, including cost of all materials, labour and conveyance charges but excluding cost of cement ,formwork and reinforcement as per specifications (including conveyance and processing charges of aggregates)
Cement concrete M25 with 20mm graded aggregates for all structures laying to lines and levels at all elevations, consolidating, curing, including cost of all materials, labour and conveyance charges but excluding cost of cement ,formwork and reinforcement as per specifications.
Cement concrete M20 with 20mm graded aggregates laying to lines and levels for all structures at all elevations, consolidating, curing, including cost of all materials, labour and conveyance charges, etc. complete, but excluding cost and conveyance of cement and aggregates.
Cement concrete M25 with 20mm graded aggregates for all structures laying to lines and levels at all elevations, consolidating, curing, including cost of all materials, labour and conveyance charges but excluding cost of cement ,formwork and reinforcement as per specifications (including conveyance and processing charges of aggregates)
Cement concrete M25 with 20mm graded aggregates for all structures laying to lines and levels at all elevations, consolidating, curing, including cost of all materials, labour and conveyance charges but excluding cost of cement ,formwork and reinforcement as per specifications.
Cement concrete M20 with 40mm graded aggregate for back filling at all locations wherever necessary including cost and conveyance of all materials ,labour,, weighing, batching, mixing, placing, vibrating, consolidating with vibrators, curing etc. complete but excluding cost and conveyance of cement and aggregates.
Cement concrete M20 with 40mm graded aggregate for back filling at all locations wherever necessary including cost and conveyance of all materials, labour, weighing, batching, mixing, placing, vibrating, consolidating with vibrators, curing etc. complete but excluding cost of cement as per specifications.(including conveyance and processing charges of aggregates)
Cement concrete M20 with 40mm graded aggregate for back filling at all locations wherever necessary including cost and conveyance of all materials ,labour,, weighing, batching, mixing, placing, vibrating, consolidating with vibrators, curing etc. complete but excluding cost of cement as per specifications.
Plum cement concrete M10 with 20mm graded aggregates (60%), over plumming of broken rubbles of size 10 -23 cm (40%), (using concrete pump) laying to lines and levels at all elevations, consolidating, curing, including cost of all materials and labour charges, etc. but excluding cost and conveyance of cement and aggregates.
Plum cement concrete M10 with 20mm graded aggregates (60%), over plumming of broken rubbles of size 10 -23 cm (40%), (using concrete pump) laying to lines and levels at all elevations, consolidating, curing, including cost of all materials and labour charges, etc.. complete but excluding cost of cement as per specifications.(including conveyance and processing charges of aggregates)
Plum cement concrete M10 with 20mm graded aggregates (60%), over plumming of broken rubbles of size 10 -23 cm (40%), (using concrete pump) laying to lines and levels at all elevations, consolidating, curing, including cost of all materials and labour charges, etc. complete but excluding cost of cement as per specifications.
Cement concrete M15 with 20mm graded aggregate for drains, yards, base and top of RR retaining wall etc. at all levels including cost and conveyance of all materials labour, weighbatching, mixing, placing, vibrating, curing etc. complete but excluding cost and conveyance of cement and aggregates.
Cement concrete M15 with 20mm graded aggregate for drains, yards, base and top of RR retaining wall etc. at all levels including cost and conveyance of all materials labour, weighbatching, mixing, placing, vibrating, curing etc. complete but excluding cost of cement, form work and steel as per specification (including conveyance and processing charges of aggregates)
Cement concrete M15 with 20mm graded aggregate for drains, yards, base and top of RR retaining wall etc. at all levels including cost and conveyance of all materials labour, weighbatching, mixing, placing, vibrating, curing etc. complete but excluding cost of cement, form work and steel as per specification.
Cement concrete M25 with 20mm graded aggregate for roof slabs over rola deck false left in profile as per drawing including cost and conveyance of all materials, all lead and lift, labour, formwork, weigh batching, mixing, placing, vibrating, consolidating, curing, but excluding cost of cement and steel complete as per specifications.
Supplying and stacking 20mm/12mm/10mm/6mm stone aggregates for concrete work including all cost and conveyance of materials, labour charges for stacking etc. complete.
Supplying and stacking 40 mm at site for different works including all cost and conveyance of materials, labour charges for stacking etc. complete.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding etc.complete at all elevations using Thermo-Mechanically Treated bars including cost and conveyance of all materials labour charges etc. complete.
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. walls
Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings) except spiral-staircases
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for Weather/sun shade, Chajjas, corbels etc., including edges
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Compacted backfilling with departmental earth compacting in layers including all lead and lift , labour charges etc. as per specifications.
Uncompacted backfilling with departmental earth including all lead and lift , labour charges etc. as per specifications.
Fabrication, supply and erection of built up gantry beam for EOT crane using IS Beam sections ,Channel sections,Rail,M.S flats steel plates, angles, joists , bearing plates, foundation bolts etc.with iron primer and two coats of synthetic enamel of approved quality as per the final design and specification and direction of the departmental officers at site etc. complete including cost of all materials, cost of its conveyance and handling.
Fabrication, supply and erection of N-girders and secondary girders as per the final design and specification and direction of the departmental officers at site etc. with priming coat and two coats of synthetic enamal paint etc. complete including cost of all steel and other items, cost of its conveyance and handling as per the specification and direction of the departmental officers.
Furnishing and installing miscellaneous metal works such as hatch cover and frames, gratings, chequered plates, ladder, hand rails, grills, embedded parts etc. using contractors materials in various floors including cost of materials, conveyance, painting with primer and synthetic enameltwo coats etc. complete as per specification and as directed by the departmental officers.
Laterate masonry with neatly dressed laterate stone of size 35X20X20cm or nearest size in cement mortar 1:6 for superstructure above plinth level up to floor two level including all cost of materials, labour charges etc.excluding cost of cement.
Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm ornearest available size confirming to IS 2185 part I of 1979 for superstructure at all elevations with thickness 20cm and above in: CM 1:6 (1 cement : 6 coarse sand) etc complete
Plastering with 9 mm thick cement plaster of mix : 1:3 (1 cement: 3 fine sand) for ceiling and at all elevations including all cost of materials, labour charges etc complete excluding cost of cement.
Plastering 12 mm thick with cement plaster of mix. 1:4(1 cement : 4 fine sand). Up to 10m hight excluding cost of cement for wall.
Plastering 12 mm thick with cement plaster of mix. 1:4(1 cement : 4 fine sand). For the walls of Power House above 10 m height and Up to 13m hight excluding cost of cement.
Plastering 12 mm thick with cement plaster of mix. 1:4(1 cement : 4 fine sand). For the walls of Power House above 13 m height and Up to 16 m hight excluding cost of cement.
Floor plastering with 20mm thick cement plaster 1:3 (1 cement : 3 coarse sand) at all elevations finished with a floating coat of neat cement.etc.complete excluding cost of cement.
White cement washing two coats for new surface including cost and conveyance of all materials, labour charges, etc. complete.
Wall painting interior with acrylic emulsion paint of approved brand and manufacture to give an even shade Two or more coats on new work over and including priming coat.
Finishing walls with Acrylic Smooth exterior paint of required shade - New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer :applied @ 2.20 kg/ 10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by departmental officers, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade etc, complete excluding cost of cement.
Providing and laying Ceramic Non- slippery floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.excluding cost of cement.
Providing and laying matt finished vitrified tile of 9.8mm thickness having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for control room laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of departmental officers excluding cost of cement.
Painting with chlorinated rubber paint 2 coats on service bay floor and machine floor of Power House as per the specified pattern and colour after thoroughly cleaning the surfaces including the cost of all materials ,labour charges etc complete as directed by the department officers
Filling the gap in between aluminium frame & adjacent RCC / Brick / Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of departmental officers complete-Upto 5 mm depth and 5 mm width
Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of departmental officers. Extruded section profile size 48x40 mm.
Providing and fixing 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multichambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction ofdepartmental officers-(For W.C. and bathroom door shutter) including all fittings.
Providing and fixing fire proof door with M.S. sheet of approved thickness and frame of Z section and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete,Using M.S. angels 40x40x6 mm for diagonal braces, arrangements for inside and outside locks including applying a priming coat of approved steel primer including cost of all fittings such as hinges, tower bolts, handles etc. complete.
Supplying and fixing rolling shutters of approved make with Electricaly operated, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
Chemical treatment to the wall and slab wherever necessary with water proofing slurry applied with brush in 3 coats consisting of polymer modified pulversied material based powder and acrylic based polymer bonding agent working on the principles of water proofing by crystalline penetration or equivalent treatment as per specifications for the purpose including surface cleaning to remove the deposits of oil and grease, cost of materials, labour charges, curing, scaffolding, etc. complete.
Mixing appropriate bonding chemical ready to use,freeflow,non shrink in suitable proportions for using where ever the thickness of the grout exceeds 5cm mixing either being done directely before packing or placing or packing the holes with course aggregate and allowing the bonding chemical to flow in under suitable pressure the mixture being rammed manuallyin to the holes taking care not to remain any air bubbles or pockets using an approved potential head from a sutiable container placed at the required height and ensuring that no strong vibration of any kind are applied at least for two hours after the placement of the chemical including cost of mixing ,placing,curing etc. complete as per specifications and instructions of the departmental officers including cost of labour and materials.
Providing and fixing in position copper plate as per drawing and specifications for expansion joints including cost of all materials and labour charges.
Providing and filling the expansion joints with bitumen pad (25 mm) as per drawings and specifications and as directed by departmental officers including cost of all materials, labour, etc. complete.
Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete including cost of all materials, labour, etc. complete.
Drilling in rock / concrete using diamond drill(without cores), and re-drilling wherever required, including labour charges, machinery, air, water, etc. and as directed by departmental officers.
Drilling in rock / concrete using percussion drill, and re-drilling wherever required, including labour charges, machinery, air, water, etc. and as directed by departmental officers.
Pressure grouting with cement with/without packers at required consistency including all labour charges, machinery, equipment, air, water, etc. as per specifications and as directed by the departmental officers, but excluding cost of cement.
Second stage concrete M25 with 20mm graded aggregate at all elevations without disturbing the lines and levels of embedded parts, proper consolidating, curing, including cost of all materials, labour and conveyance charges,but excluding cost and conveyance of cement and aggregates.
Second stage concrete M25 with 20mm graded aggregate at all elevations without disturbing the lines and levels of embedded parts, proper consolidating, curing, including cost of all materials, labour and conveyance charges,but excluding cost of cement (including conveyance and processing charges of aggregates)
Second stage concrete M25 with 20mm graded aggregate at all elevations without disturbing the lines and levels of embedded parts, proper consolidating, curing, including cost of all materials, labour and conveyance charges,but excluding cost of cement.
Providing filter media behind abutments using 40mm broken stone including all lead and lift, cost of materials, labour charges etc. complete as per the directions of the departmental officers.
Supplying and laying perforated PVC pipe 200 mm (6 Kg/cm2) dia including cost of all materials,specials such as bends, Tee etc, conveyance, labour, etc. through filter mediaas directed by departmental officers.
Supplying and fixing hand rails / ladder with GI pipes of 25 mm including cost of all materials, labour, fabrication charges, painting , etc. complete as per specifications.
Supplying and fixing hand rails / ladder with GI pipes of 40 mm including cost of all materials, labour, fabrication charges, painting, etc. complete as per specifications.
Shotcreting with 9mm graded aggregates thickness of 50mm in one layer, laying to lines and levels at all elevations, consolidating, curing, including cost of all materials and labour charges, etc. complete as per specifications, but excluding cost of cement.
Supply and usage of cement at site including cost of cement, conveyance charge, storage arrangements, charges for stacking and re-stacking if nescessery, etc. complete.
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes110mm dia. Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories, single pushfit Coupler, 110 mm Shoe and PVC pipe clips of approved design by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting masonry work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc complete complete as per specification and the directions of the departmental officers.
Supplying and spreading 40 mm broken stone for required thickness, laying to lines and levels as per drawings and specifications and as directed by departmental officers including cost of all materials, labour charges, etc. complete for switch yard.
Supplying and spreading sand for required thickness, laying to lines and levels as per drawings and specifications and as directed by departmental officers including cost of all materials, labour charges, etc. complete for switchyard.
Supplying and fixing name board made of 2 mm thick aluminium plate size and details specified by KSEBLtd fixed in a frame already fixed or mounted on wall as shown in the drawing supplied and as per the directions of the departmental officers.
Supplying, threading, laying and jointing 20mm nominal dia. PVC pipes(12Kg/cm2) and specials such as tees, bends, elbows, checknuts, clamps etc. for internal water supply inlcuding cutting and making good the walls, painting the exposed portion of the pipe, labour, cost and conveyance of all materials etc complete as per the direction of the departmental officers-concealed work
Providing and fixing 25 mm nominal dia.PVC pipes (12 kg/cm2) exposed on wall including all PVC threaded fittings.This includes jointing of pipes and fittings, clamps etc. & testing of joints complete as per direction of departmental officers -exposed work
Providing and fixing 25 mm nominal dia.PVC pipes (12 kg/cm2) including all PVC threaded fittings.This includes jointing of pipes and fittings trenching, refilling & testing of joints complete as per direction of departmental officers (DAR item no. 18.9.3)- External work
Providing and fixing 32 mm nominal dia.PVC pipes (10 kg/cm2) including all PVC fittings. This includes jointing of pipes and cost of cutting chases and making good the same including testing of joints complete as per direction of departmental officers (DAR item no. 18.8.4)
Supplying, threading, laying and jointing 20mm nominal dia.CPVC pipes(12Kg/cm2) and specials such as tees, bends, elbows, checknuts, clamps etc. for internal water supply inlcuding cutting and making good the walls, painting the exposed portion of the pipe, labour, cost and conveyance of all materials etc complete as per the direction of the departmental officers.
Providing and fixing 50 mm nominal dia.PVC pipes (10 kg/cm2) exposed on wall including all PVC threaded fittings.This includes jointing of pipes and fittings, clamps etc. & testing of joints complete as per direction of departmental officers.
Providing and fixing 75 mm nominal dia.PVC pipes (10 kg/cm2) exposed on wall including all PVC threaded fittings.This includes jointing of pipes and fittings, clamps etc. & testing of joints complete as per direction of departmental officers.
Providing and fixing 110 mm nominal dia.PVC pipes (10 kg/cm2) including all PVC fittings for sewage lines. This includes jointing of pipes and cost of cutting chases and making good the same including testing of joints complete as per direction of departmental officers.
Providing and fixing PVC Ball valve 25 mm nominal bore including cost of all materials and labour charges.
Providing and fixing PVC Ball valve 32 mm nominal bore including cost of all materials and labour charges.
Providing and fixing PVC Ball valve 40 mm nominal boreincluding cost of all materials and labour charges.
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931. 15 mm nominal bore including cost of all materials and labour charges.
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangment of aprroved quality and colour 600 mm long PTMT towel rail with total length of 645 mm, width 78 mm and effective height of 88mm, weighing not less than 190 gms including cost of all materials and labour charges etc. complete.
Providing and fixing PTMT Soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements, weighing not less than 106 gms including cost of all materials and labour charges etc. complete.
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore including cost of all materials and labour charges etc. complete.
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet: 100 mm diameter including cost of all materials and labour charges etc. complete.
Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms including cost of all materials and labour charges etc. complete.
Supplying and fixing 75 mm PVC vent cowl as per specificationincluding cost of all materials and labour charges etc. complete.
Providing and fixing white vitreous china pedestal type water closet (European type) pan with ISI marked white solid plastic seat and 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required complete including cost of all materials and labour charges etc. complete.
Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests including cost of all materials and labour charges etc. complete.
Providing and fixing White Vitreous China Flat back wash basin size 550x 400 mm with with C.I. brackets, 15 mm single 15 mm C.P. brass pillar tap , 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required including cost of all materials and labour charges etc. complete.
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required-One urinal basin with 5 litre white P.V.C. automatic flushing cistern including cost of all materials and labour charges etc. complete.
Providing and fixing Health faucet including cost of all fittings labour charges etc. complete.
Providing and placing on terrace (at all floor levels) polyethylene water storage tank,1000 Litr capacity ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tankcomplete including cost of all materials and labour charges etc. complete.
Constructing open well of 1.50m diameter with cement cocrete ring of minimum 250mm height and 50mm thickness and 1.50m internal diameter including cost of sinking, earth work in or under water and removal of boulders with all lead and lift ,kerb 10 cm width at top including cost of all materials labour etc. complete.
Supplying, erecting, testing and commissioning 1 HP submercible pump with all accessories including required length of UG cable and all labour charges complete.
Sectioning upto 150mm and forming the surface of new roads
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of departmental officers with material conforming to Grade-I (size range 75 mm to 0.075 mm ) having CBR Value-30 but excluding cost and conveyance of aggregates.
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of departmental officers with material conforming to Grade-I (size range 75 mm to 0.075 mm ) having CBR Value-30 (including conveyance and processing charges of aggregates)
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of departmental officers with material conforming to Grade-I (size range 75 mm to 0.075 mm ) having CBR Value-30
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively, per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete With paving Asphalt grade VG - 30 with no solvent but excluding cost and conveyance of aggregates.
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively, per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete With paving Asphalt grade VG - 30 with no solvent (including conveyance and processing charges of aggregates)
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively, per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete With paving Asphalt grade VG - 30 with no solvent
Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface including rolling and finishing with power road roller all complete but excluding cost and conveyance of aggregates.
Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface including rolling and finishing with power road roller all complete (including conveyance and processing charges of aggregates)
Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface including rolling and finishing with power road roller all complete
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of departmental officers.
Providing and laying factory made chamfered edge Cement Concrete paver blocks of 80 mm thick c.c. paver block of M-30 gradewith approved colour design and pattern., made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of departmental officers.
Providing garden infront of Power House building using Mexican grass and setting garden including cost of Mexican grass,fertilizers, fixing,curing ,surface preparation .transportation,loading ,unloading,supervision charges etc complete
Removing loose Muck and depositing at designated areas including all leads and lifts, machinery, fuel, labour, lighting, ventilation, dewatering, etc. complete as per the direction of departmental officers.
Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small slabs for cable trench not exceeding 1.5 m clear span up to floor five level, including the cost of required centering, shuttering but excluding the cost of cement and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
Plastering 12 mm thick with cement plaster of mix. 1:4(1 cement : 4 fine sand). For the walls of Power House above 16 m height and Up to 19m height
Plastering 12 mm thick with cement plaster of mix. 1:4(1 cement : 4 fine sand). For the walls of Power House above 19 m height and Up to 22m height
Plastering 12 mm thick with cement plaster of mix. 1:4(1 cement : 4 fine sand). For the walls of Power House above 22 m height and Up to 25m height
Plastering 12 mm thick with cement plaster of mix. 1:4(1 cement : 4 fine sand). For the walls of Power House above 25 m height and Up to 28m height
Plastering 12 mm thick with cement plaster of mix. 1:4(1 cement : 4 fine sand). For the walls of Power House above 28 m height and Up to 31m height
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
Providing and fixing 10 mm thick acid and /or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge.In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)Acid and alkali resistant tile
Providing and fixing 10 mm thick acid and /or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge.In dado/ skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)Acid and alkali resistant tile
Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 800 x 800 mm
Supply and application of epoxy flooring, 3mm thick when finished of Cipoxy or any approved brand with warranty for 5 years minimum including surface preparation by power trowelling, cleaning etc. complete excluding cost of concrete for substrate.
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)
Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.Pre- laminated particle board with decorative lamination on both sides
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness
Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in- charge ( Door handle, lock and stopper etc to be paid separately)
Providing and fixing 100 mm brass locks ( best make of approved quality ) for aluminium doors including necessary cutting and making good etc. complete
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long space between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening of services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x 1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 Kg/ sq. cm, bending strength 100 Kg/sq. cm, of size 595x595mm, having perforation of dia, 10mm with minimum perforated area 18% with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.85, with 50mm thick rockwool of 48 Kg/cum backing.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc.complete
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm)
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm)
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
Supply and usage of admixture/Plasticizer in the items of design mix for concrete work at site including cost of material, conveyance, mixing, storage arrangements if necessary etc. complete.
Supply and usage of fine aggregate/M Sand (if sufficient quantity of departmental blasted rubble is not available at site for processing) at site for concrete work including cost of material, conveyance, etc. complete.
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one stepCPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.20 mm nominal outer dia pipes
Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 12 kgf/cm2
Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall
Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2
Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 10 Kgf/cm2- Internal work- exposed on wall
Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge 40 mm dia 10Kgf/cm2
Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2
Providing and fixing PVC pipes includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 10 kgf/cm2
Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2
Providing and fixing PVC pipes including fixing the pipe with clamps/ clip at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia 6 Kgf/cm2 - External work - Exposed on wall
Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2
Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching,refilling & testing of Joints complete asper direction of engineer incharge.110 mm dia 6Kgf/cm2
Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall
Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Door Elbow
Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Bend
Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes including jointing with PVC solvent cement - 63x63x63 mm dia Tee
Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -63x63x63 mm dia Door Tee
Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63x50 mm dia Reducer
Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75 mm dia Door Elbow
Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75x75x75 mm dia Door Tee
Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x63 mm dia Reducer
Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement-110 mm dia Door Elbow
Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x110x110 mm dia Door tee
Providing and fixing uplasticised PVC connection pipe with brass unions:45 cm length15 mm nominal bore
Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid150 mm nominal size square 100 mm diameter of the inner hinged round grating
Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the sub grade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.but excluding cost and conveyance of aggregates.
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By (including conveyance and processing charges of aggregates)
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Preparation of Foundation for Ebankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.,including supplying and stacking of materials but excluding cost and conveyance of aggregates.
Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.,including supplying and stacking of materials (including conveyance and processing charges of aggregates)
Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.,including supplying and stacking of materials.
Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.,including supplying and stacking of materials but excluding cost and conveyance of aggregates.
Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.,including supplying and stacking of materials (including conveyance and processing charges of aggregates)
Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.,including supplying and stacking of materials.
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Design, furnishing all materials, fabrication, supply and erection of stop log gate units to suit all the three identital gate openings provided at the draft tube ends of the Power House of clear size 6.6mx3.5m with all necessary fixtures in the gate units for their lifting and lowering operations, free movement within the gate grooves and water sealing etc. including all costs for handling and transportation of the gate units and fixutres including metal claddings, water seals etc complete and their shop/field assembly , testing and painting with two coats of epoxy paint over priming coat, greasing etc complete as per drawings and as directed by departmental officers.
Design, furnishing all materials, fabrication, supply and erection of stop log gate groove fixture (including parts to be embedded in conrete) for the gate openings at the draft tube ends of the Power House of clear size 6.6 mx3.5 m for the free movement of the stop log gate units within the gate grooves and for water sealing etc. including all costs for handling and transportation of the fixutres and their shop/field assembly, testing and painting with two coats of epoxy paint over priming coat, greasing etc complete as per drawings and as directed by departmental officers.
Design, fabrication/assembly , supply and erection of one set of movable hoisting mechanism (manually operated) comprising of suitable capacity lifting beam with automatic latches and Trolley mounted manually operated winch with all accessories and Rail Track with required size rails and fixtures and embedded parts for the movement of the hoisiting mechanism over the tail race deck, all the above to be assembled for installation at the Power House tailrace deck for the common use for the stop log gate operations at all three gate slot locaitons at the draft tube ends of the Power House including all costs for handling and transportation, shop/field assembly and testing and painting with synthetic enamel paint two coats over priming coat etc complete as per specifications, drawings and as directed by departmental officers.
K.K BUILDERS (BID ID -2187421)
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