Projects And Development India Limited-PDIL has published Renovation Works For Non Plant Building Renovation Works For Non PlantBuildings , Concrete Urea Silo Building. Submission Date for this Tender is 22-07-2021. Building Repair Tenders in TALCHER Odisha. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 02-Jul-2021 | AMENDMENT-I | Date | 22-07-2021 |
| 2 | 05-Jul-2021 | PRE-BID MEETING LINK | Other | 22-07-2021 |
| 3 | 12-Jul-2021 | AMENDMENT-II | BOQ | 22-07-2021 |
| Name of Work: TENDER FOR RENOVATION WORKS OF NON PLANT BUILDINGS , CONCRETE UREA SILO & WORKSHOPS ALONGWITH CONSTRUCTION OF NEW POLICE STATION BUILDING AND ALLIED SERVICES AT TALCHER FERTILIZER COMPLEX - ANGUL | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | CIVIL AND STRUCTURAL WORK (PART- I) | |||
| 2 | 2 | Archictect Planner | |||
| 3 | 2.01 | Engagement of the services of Archictect Planner for the renovation work of the existing structure as well new structure. | 1 | Lumpsum | |
| 4 | 3 | Dismantaling & Demolishing | |||
| 5 | 3.01 | Demolishing plain cement concrete under floor including disposal of material outside Building premises as directed by Engineer-in-charge. 1:3:6 or richer mix. | 305 | CuM | |
| 6 | 3.02 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish as directed by Engineer-in-charge. | 24245 | SqM | |
| 7 | 3.03 | Dismantling of existing tiles in floor and wall laid in cement mortar as directed. | 3625 | SqM | |
| 8 | 3.04 | Dismantling of existing G.I. water supply pipes with all fittings / fixtures / clamps as per instruction of Engineer- in charge. | 3400 | R.M. | |
| 9 | 3.05 | Dismantling of C.I. pipes (waste water & soil water) with fittings/fixtures and clamps including traps as per instruction of Engineer- in charge. | 3325 | R.M. | |
| 10 | 3.06 | Dismantling C.I. or asbestos rain water pipe with fittings and clampswithin 200 metres lead : 150mm dia pipe | 3265 | R.M. | |
| 11 | 3.07 | Taking out cinders and other filling materials, drying it and backfilling it in position in sunken floor of toilet. | 385 | CuM | |
| 12 | 3.08 | Dismantling doors, windows and clerretory windows (steel or wood) shutter including chowkhats, architravs, holdfasts etc. complete within 200 m lead: of area 3 Sq.m. and below | 1075 | Each | |
| 13 | 3.09 | Dismantling doors, windows and clerretory windows (steel or wood) shutter including chowkhats, architravs, holdfasts etc. complete within 200 m lead: of area beyond 3 Sq.m. | 370 | Each | |
| 14 | 3.1 | Demolishing brick work manually/ by mechanical means including disposal of unserviceable material within 200 metres lead as per direction of Engineer-in-charge. In cement mortar | 1255 | CuM | |
| 15 | 3.11 | Demolishing water proofing in terracing and disposal of material outside Plant boundary as per direction of Engineer-in-charge. | 530 | CuM | |
| 16 | 3.12 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering within 200 metres lead as per direction of Engineer-in-charge. | 207500 | Kg | |
| 17 | 3.13 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material with in 200 meters lead as directed by Engineer-in-charge. | 1425 | SqM | |
| 18 | 3.14 | Demolishing R.C.C. work manually/ by mechanical means disposal of unserviceable material within 200 metres lead as per direction of Engineer - in- charge. | 2840 | CuM | |
| 19 | 3.15 | Dismantling precast concrete or stone slabs in walls, partition walls etc. within 200 metres lead : Thickness up to 40 mm | 1205 | SqM | |
| 20 | 3.16 | Dismantling roofing including ridges, hips, valleys and gutters etc., within 200 metres lead of: Asbestos cement sheet | 6375 | SqM | |
| 21 | 3.17 | Dismantling roofing including ridges, hips, valleys and gutters etc., within 200 metres lead of: G.S sheet | 250 | SqM | |
| 22 | 3.18 | Dismantling barbed wire or flexible wire rope in fencing including making rolls within 200 metres lead. | 2500 | Kg | |
| 23 | 4 | Earth work | |||
| 24 | 4.01 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets and dressing of sides, ramming of bottoms depth up to 1.5 m including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, or dewatering etc. and disposing of surplus excavated soil as directed, within a lead of 200 m: Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia | 2385 | R.M. | |
| 25 | 4.02 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 200 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 1585 | CuM | |
| 26 | 4.03 | Same as above item but Lift from 1.5 M to 3.0 M. | 1375 | CuM | |
| 27 | 4.04 | Backfilling with available excavated good earth (excluding rocks / boulders), as approved and directed by Engineer-in-Charge, in trenches, plinth, under floors, sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering with lead upto 200 metres, complete in all respects. | 2065 | CuM | |
| 28 | 4.05 | Supplying and filling with available good earth brought from TFL plant premises / as approved by the Engineer -in-Charge in trenches, plinth, under floors, sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering (Rate shall include all transportation, loading and unloading, etc., and nothing extra will be paid on this account including compaction under floor with mechanical vibrater / road roller including watering). Note: Good earth is available inside plant premises of TFL which may be used in case of requirement. | 145 | CuM | |
| 29 | 5 | Plain Cement Concrete & RCC | |||
| 30 | 5.01 | Providing and laying plain cement concrete, machine mixed and mechanically vibrated in foundations, plinth, under floors, etc., including all necessary cost of centring and shuttering : 1:5:10 (1 cement: 5 coarse sand:10 graded stone aggregate 20 mm nominal size). | 15 | CuM | |
| 31 | 5.02 | Providing and laying plain cement concrete, machine mixed and mechanically vibrated in foundations, plinth, under floors, etc., including all necessary cost of centring and shuttering : 1:4:8 (1 cement: 4 coarse sand:8 graded stone aggregate 20 mm nominal size). | 935 | CuM | |
| 32 | 5.03 | Providing and laying plain cement concrete, machine mixed and mechanically vibrated in foundations, plinth, under floors, etc., including all necessary cost of centring and shuttering : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). | 20 | CuM | |
| 33 | 5.04 | Providing and laying in position specified grade of reinforced cement concrete, machine mixed, mechanically vibrated and finished to a fair face but including the cost of centring and shuttering excluding reinforcement in superstructure at all heights for columns, pillars, posts, attached pilasters, portals, struts, inclined posts, pedestals ,Beam, walls, Roof, Slabs etc., complete in all respects as per direction of Engineer-in-Charge. Design mix M30 grade concrete | 410 | CuM | |
| 34 | 5.05 | Providing and laying in position specified grade of reinforced cement concrete, machine mixed, mechanically vibrated and finished to a fair face but including the cost of centring and shuttering excluding reinforcement in superstructure at all heights for columns, pillars, posts, attached pilasters, portals, struts, inclined posts, pedestals ,Beam, walls, Roof, Slabs etc., complete in all respects as per direction of Engineer-in-Charge.Design mix M25 grade concrete | 515 | CuM | |
| 35 | 5.06 | Providing and laying in position reinforced cement concrete in foundations, walls, plinth beams etc. including the cost of centring, shuttering, finishing but excluding reinforcement - All work up to plinth level. Design mix M30 grade concrete. | 886 | CuM | |
| 36 | 5.07 | Providing and laying in position reinforced cement concrete in foundations, walls, plinth beams etc. including the cost of centring, shuttering, finishing but excluding reinforcement - All work up to plinth level. Design mix M25 grade concrete. | 460 | CuM | |
| 37 | 5.08 | Providing and laying in position reinforced cement concrete in foundations, walls, plinth beams etc. including the cost of centring, shuttering, finishing but excluding reinforcement - All work up to plinth level. Design mix M20 grade concrete. | 44 | CuM | |
| 38 | 5.09 | Repairing & Renewing existing RCC/Cement concrete works in patches including chipping / dismantling the damaged portion to required depth/thickness and re-doing the same with rich cement concrete/cement mortar and making good the same as the existing shape. Including scaffolding, centering, shuttering and disposal of unserviceable material within 50 metres leads.etc. Complete in all respects as per direction of Engineer-in- Charge. | 205 | CuM | |
| 39 | 5.1 | Supplying, cutting, cleaning, straightening, bending, hoisting and placing in position and binding with 18 SWG annealed wire, reinforcement bar of high yield strength Corrosion Resistance Steel with Fe500D properties conforming to IS:1786 with minimum yield strength of 500 N/sq,mm for all R.C.C. works including all necessary handling at all heights and depths complete in all respects and as per direction of Engineer-in-Charge. | 171320 | Kg | |
| 40 | 5.11 | Grading roof for water proofing treatment with - Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | 390 | CuM | |
| 41 | 5.12 | Neat cement punning. | 20195 | SqM | |
| 42 | 6 | Brick Work | |||
| 43 | 6.01 | Providing and constructing Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in in cement mortar 1 : 6 ( 1 cement: 6 coarse sand )inwalls, etc. at all depths, places and positions including raking out joints, curing, scaffolding etc. complete excluding plastering and painting. | 1630 | CuM | |
| 44 | 6.02 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) | 830 | SqM | |
| 45 | 6.03 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement : 4 coarse sand) | 1110 | SqM | |
| 46 | 6.04 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. With cement mortar 1:4 (1 cement : 4 fine sand) | 6835 | SqM | |
| 47 | 7 | Finishing | |||
| 48 | 7.01 | 12 mm thick cement plaster 1:6 (1 cement: 6 fine sand) after properly cleaning etc. as per instruction of Engineer-In-Charge. | 20255 | SqM | |
| 49 | 7.02 | 15 mm thick cement plaster 1:6 (1 cement: 6 fine sand) after properly cleaning etc. as per instruction of Engineer-In-Charge. | 18275 | SqM | |
| 50 | 7.03 | 6mm thick cement plaster to ceiling of mix 1:3 (1 cement: 3 fine sand). | 11250 | SqM | |
| 51 | 7.04 | Wall painting with Plastic Emulsion Paint of approved brand and manufacture to give an even shade :\nOne or more coat on old work.(Including scrapping and sand rubbing & preparing the smooth surface) | 41050 | SqM | |
| 52 | 7.05 | Wall painting with Plastic Emulsion Paint of approved brand and manufacture to give an even shade :\nNew work (two or more coats) over and including water thinnable priming coat with cement primer | 24571 | SqM | |
| 53 | 7.06 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV Resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives with approved manufacture , quality and shades over exterior walls including labour, materials, equipment, handling, transportation, finishing, scaffolding and preparing the surface etc. Cleaning stain from floors, walls, glass panes etc. all complete instructions of the Engineer at all elevations. Roller to be used in the paint application. On new work | 10085 | SqM | |
| 54 | 7.07 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV Resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives with approved manufacture, quality and shades over exterior walls including labour, materials, equipment, handling, transportation, finishing, scaffolding and preparing the surface etc. Cleaning stain from floors, walls, glass panes etc. all complete instructions of the Engineer at all elevations. Roller to be used in the paint application. On old work | 15385 | SqM | |
| 55 | 7.08 | Providing and applying two (2) coats of Oil bound washable distemper paint over Interior walls of plastered surfaces as per IS 161, of approved manufacturer and in approved shades, including cleaning and preparing the wall surface, one layer of primer with distemper primer, curing, labour, material, scaffolding, equipment, handling, transportation etc. Cleaning stain from floors, walls, glass panes etc. all complete as per instructions of the Engineer. etc.at all elevations. On new work | 14610 | SqM | |
| 56 | 7.09 | Providing and applying two (2) coats of Oil bound washable distemper paint over Interior walls of plastered surfaces as per IS 161, of approved manufacturer and in approved shades, including cleaning and preparing the wall surface, one layer of primer with distemper primer, curing, labour, material, scaffolding, equipment, handling, transportation etc. Cleaning stain from floors, walls, glass panes etc. all complete as per instructions of the Engineer. etc.at all elevations.On old work | 18220 | SqM | |
| 57 | 7.1 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete | 64640 | SqM | |
| 58 | 7.11 | Melamine polishing on wood work on old and new work (one or more coat), matt / glossy as directed by EIC. | 2100 | SqM | |
| 59 | 7.12 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :200x10 mm | 665 | Each | |
| 60 | 7.13 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :150x10 mm | 645 | Each | |
| 61 | 7.14 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :100x10 mm | 380 | Each | |
| 62 | 7.15 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | 745 | Each | |
| 63 | 7.16 | Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete.40 mm | 195 | Each | |
| 64 | 7.17 | Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete.50 mm | 180 | Each | |
| 65 | 7.18 | Providing and fixing bright finished brass handles with screws etc.complete:125 mm | 755 | Each | |
| 66 | 7.19 | Providing and fixing bright finished brass handles with screws etc.complete:100 mm | 685 | Each | |
| 67 | 7.2 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge | 110 | Each | |
| 68 | 7.21 | Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. 25mm Diameter | 2175 | R.M. | |
| 69 | 7.22 | ESD FLOORING: Base Surface Requirement: Base floor substrate should be minimum M20 grade reinforced concrete surface, clean dry (moisture below 5%),sound and finished smooth and levelled. Surface Preparation : Clean the surface thoroughly by mechanical means preferably using vacuum assisted mechanical grinders to remove loose particles, dust, dirt, laitance, etc. All the stickers on the floor shall be removed and the area cleaned thoroughly. Any cracks above 1mm should be grove cut, cold/construction joints to be given suitable treatment. (Expansion /Isolation joints to be provided with flexible PU sealant and will be in the scope of civil contractor). Primer Application : A coat of epoxy primer shall be applied on the prepared surface by using brush/roller. 800 microns Epoxy Screed : The 800 microns thick epoxy screed and aggregates for heavy duty movement shall be laid to take heavy load on the floor and reduce the level difference if any. Conductive Grid : The self adhesive copper grid shall be provided across the area with 10 mtr spacing. The copper stripe shall be taken out at few points to connect the same to earth pit. (Connecting to earthing strip and making earthing pit will be in the scope of civil/electrical contractor). Conductive Base Coat : A second coat of conductive primer Aquoxy ESD shall then be applied on entire area sandwiching the copper grid. This layer forms the electrical plane through static charges are dissipated. Allow coating to cure for 12 Hrs. 1 MM Self-Leveling Anti-Static Topping : Lay 1 mm thick dissipative grade Self Smoothening Epoxy topping on the entire primed area. The surface resistivity of the total system shall be in the range of 1x10^6 Ohms to 1x10^9 Ohms as per the ASTM F 150, EOS/ESD Standard 7.1 or NFPA 99 A guidelines. | 2050 | SqM | |
| 70 | 8 | Flooring | |||
| 71 | 8.01 | Making Plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 3890 | SqM | |
| 72 | 8.02 | Providing and laying Vitrified finish ceramic floor tiles 600mm x 600mm (thickness to be specified by manufacturer) of first quality conforming to IS: 15622 of approved make in all colours, shade and design as approved by E.I.C. laid on 20mm thick cement mortar (1 cement: 4 coarse sand) including pointing the joints with white cement and matching pigment of matching shade to match the level of existing floor complete in all respect at any level. | 11360 | SqM | |
| 73 | 8.03 | Providing and laying Vitrified finish ceramic floor tiles on skirting made from tiles 600mm x 600mm (thickness to be specified by manufacturer) of height 100mm of first quality tiles conforming to IS:15622 of approved make in all colours, shade and design as approved by E.I.C. laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including pointing the joints with white cement and matching pigment of matching shade complete in all respect at any level. | 2425 | SqM | |
| 74 | 8.04 | Providing and laying 1st quality ceramic glazed tiles 300mm x 300mm conforming to IS: 15622 of minimum thickness 5mm of approved make like approved make on walls in all colours, shade and design as approved by E.I.C.over 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3Kg per Sq.m. including pointing in white cement mixed with pigment of matching shade complete. | 2925 | SqM | |
| 75 | 8.05 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick | 1035 | SqM | |
| 76 | 8.06 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | 445 | SqM | |
| 77 | 8.07 | IPS Flooring: Providing and laying in position at all heights cement concrete mix 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) in panels of 2 metre square or as directed and finished with floating coat of neat cement including providing cement slurry ( with cement @ 2.2 kg/sq.m.), rounding of edges and glass strips but excluding the cost of nosing of steps etc., complete : - 40 mm. thick with 20.0 mm nominal size stone aggregate | 7400 | SqM | |
| 78 | 8.08 | Supplying and laying hard core under floors including watering, ramming, bliding and well consolidating with broken stone aggregates 90 mm to 45 mm in layers of maximum compacted thickness of 100 mm including filling the voids with smaller stone chips and with blinding materials fine river sand, (Payment shall be made for finished thickness of hard core) Consolidation by road roller. | 110 | CuM | |
| 79 | 8.09 | Providing and laying reinforced cement concrete of grade M-20 in pavement floors in plant areas(using 20 mm. nominal gauge graded stone aggregate) machine mixed and mechanically vibrated and finished to a fair face but excluding the cost of centring, shuttering and reinforcement in slabs at ground floor level. Floors are to be cast in the panel of 3 metre x 3 metre with broom finish and painting side surfaces with two coats of bitumen paint of approved quality, complete in all respects as per direction of Engineer-in-Charge. | 45 | CuM | |
| 80 | 9 | Sanitary Installations | |||
| 81 | 9.01 | 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 step CPVC 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 walls etc. 15 mm nominal outer dia pipes | 2305 | R.M. | |
| 82 | 9.02 | 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 step CPVC 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 walls etc. 20 mm nominal outer dia pipes | 2435 | R.M. | |
| 83 | 9.03 | 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 step CPVC 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 walls etc. 25 mm nominal outer dia pipes | 3005 | R.M. | |
| 84 | 9.04 | 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 step CPVC 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 walls etc. 32 mm nominal outer dia pipes | 2435 | R.M. | |
| 85 | 9.05 | Providing and fixing soil/ waste PVC pipes as required connecting properly with old and new existing pipe and filling all joints as required at any level (including tees, bends, plain junction, stays & clamps and other fixtures as required complete in all respect. 75 mm dia. | 1665 | R.M. | |
| 86 | 9.06 | Providing and fixing soil/ waste PVC pipes as required connecting properly with old and new existing pipe and filling all joints as required at any level (including tees, bends, plain junction, stays & clamps and other fixtures as required complete in all respect. 100 mm dia. | 1535 | R.M. | |
| 87 | 9.07 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid with necessary opening (area less than 0.5 sqm) over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment,epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm" Granite of any colour and shade, area of slab upto 0.5 Sq.m. | 380 | SqM | |
| 88 | 9.08 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid with necessary opening (area less than 0.5 sqm) over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment,epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm". Granite of any colour and shade, area of slab over 0.5 Sq.m. | 170 | SqM | |
| 89 | 9.09 | Providing and fixing vitreous china wash basin of approved make and colour with C.I. brackets 15mm C.P. brass Pillar taps Jaquar, no.011, 32mm C.P. brass waste of standard pattern , including painting of fittings and C.I. brackets, cutting and making good the walls wherever required. White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | 115 | Each | |
| 90 | 9.1 | Providing and fixing vitreous china wash basin of approved make and colour with C.I. brackets 15mm C.P. brass Pillar taps Jaquar, no.011, 32mm C.P. brass waste of standard pattern , including painting of fittings and C.I. brackets, cutting and making good the walls wherever required. White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI Marked . | 20 | Each | |
| 91 | 9.11 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) of approved make or equivalent with seat and lid, 10 litre low level white PVC flushing cistern with manually controlled device conforming to IS: 7231 with all fittings and fixtures complete including cutting and making good the walls and floors wherever required, including providing and fixing jet to W.C. Pan(European). W.C. pan with ISI marked white solid plastic seat and lid self closing type | 120 | Each | |
| 92 | 9.12 | Providing and fixing C.P. brass bib cock of Jaquar / Cera / Hindware / Parryware or equivalent make, chrome finish of approved quality and 15 mm nominal bore. Long body bib cock | 195 | Each | |
| 93 | 9.13 | Providing and fixing C.P. brass bib cock of Jaquar / Cera / Hindware / Parryware or equivalent make, chrome finish of approved quality and 15 mm nominal bore. Short body bib cock | 300 | Each | |
| 94 | 9.14 | Providing and fixing C.P. brass angle valve, 15 mm nominal bore of Jaquar make no.053 chrome finish or equivalent for Wash basins, urinals etc. of approved quality conforming to IS:8931. | 395 | Each | |
| 95 | 9.15 | Providing and fixing toilet paper holder C.P. brass of approved make Jaquar / Cera / Hindware / Parryware or equivalent chrome finish | 125 | Each | |
| 96 | 9.16 | Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same material with snap fitting of approved colour and make, complete in all respect. | 120 | Each | |
| 97 | 9.17 | Providing and fixing PVC waste pipe 32mm or 40mm rigid with elbow, tee, reducer etc. as required to complete in all respect to wash basin etc. | 160 | Each | |
| 98 | 9.18 | Providing and fixing CP Jalli of approved make for traps. | 210 | Each | |
| 99 | 9.19 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 20 mm nominal bore | 80 | Each | |
| 100 | 9.2 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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 tank. | 106800 | Per Litre | |
| 101 | 9.21 | Providing and construction of septic tank 5.0x0.9x2.0M (Inner Dimension) and soakpit 1.2x1.2x3.0M (Honey Comb Shaft Dimension) in all respect as per scope of work, technical specification and direction of the engineer-incharge\nRate to include cost of following item:-\n1) Execavation and backfilling\n2) 230 thk. Brick work.in cement morter I:6\n3) 100thk RCC top slab with 300 dia C.I.cover\n3) Bedding PCC (1:2:4)\n4) 15th Plaster in Cement mortar 1:6 \n5) Chemical resistant Paint\n6) Supplying and Filling of material such as Gravel, Coarse aggregate, Etc and complete in all respect\n\n\n\n\n\n \n | 42 | Each | |
| 102 | 9.22 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass,including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinals with 5 litre P.V.C. automatic flushing cistern | 100 | Each | |
| 103 | 9.23 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board (510x1040 mm bowl depth 225 mm) | 39 | Each | |
| 104 | 9.24 | 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, with 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 | 29 | Each | |
| 105 | 9.25 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long,200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | 115 | Each | |
| 106 | 9.26 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | 65 | Each | |
| 107 | 9.27 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | 110 | Each | |
| 108 | 9.28 | Providing Gola 75mm x 75mm in cement concrete 1:2:4 (1cement: 2 coarse sand: 4 stone aggregate 10mm and down grade) including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. | 1110 | R.M. | |
| 109 | 9.29 | Providing and fixing trap of any type (self cleansing design with or without vent arm complete including cost of cutting and making good the walls and floors. PVC make, 100 mm inlet & 100 mm outlet. | 110 | Each | |
| 110 | 9.3 | Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes 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 pipes. 110 mm diameter | 2130 | R.M. | |
| 111 | 9.31 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | 40 | Each | |
| 112 | 9.32 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 25 mm nominal outer dia Pipes | 225 | R.M. | |
| 113 | 9.33 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 40 mm nominal outer dia Pipes | 225 | R.M. | |
| 114 | 9.34 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 50 mm nominal outer dia Pipes | 3145 | R.M. | |
| 115 | 9.35 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) . 25 mm nominal bore | 174 | Each | |
| 116 | 9.36 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) . 40 mm nominal bore | 45 | Each | |
| 117 | 9.37 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end). 50 mm nominal bore each | 115 | Each | |
| 118 | 9.38 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :150 mm dia. R.C.C. pipe. | 2260 | R.M. | |
| 119 | 9.39 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :250 mm dia. R.C.C. pipe. | 240 | R.M. | |
| 120 | 9.4 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :300 mm dia. R.C.C. pipe. | 240 | R.M. | |
| 121 | 9.41 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 gms. | 858 | Each | |
| 122 | 9.42 | Providing and fixing PTMT stop cock of approved quality and colour - Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms | 95 | Each | |
| 123 | 9.43 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble. Area of slab upto 0.50 sqm | 95 | SqM | |
| 124 | 9.44 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble. Area of slab over 0.50 sqm | 60 | SqM | |
| 125 | 9.45 | PTMT Ball Cock 25mm complete with Epoxy Coated Aluminium Rod & H.D. Ball. | 60 | Each | |
| 126 | 9.46 | PTMT Ball Cock 40mm complete with Epoxy Coated Aluminium Rod & H.D. Ball. | 60 | Each | |
| 127 | 9.47 | CP Brass Single lever telephonic wall mixer of approved make | 60 | Each | |
| 128 | 9.48 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 . | 60 | Each | |
| 129 | 10 | Doors, Windows & Ventilators | |||
| 130 | 10.01 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Kiln seasoned and chemically treated hollock wood or equivalent grade wood | 35 | CuM | |
| 131 | 10.02 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. Kiln seasoned and chemically treated hollock wood or equivalent grade wood (30 mm thick shutters) | 60 | Sq. M. | |
| 132 | 10.03 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : Kiln seasoned and chemically treated hollock wood or equivalent grade wood | 50 | SqM | |
| 133 | 10.04 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : Ply wood 5 ply, 9 mm thick Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1)conforming to IS 1328 BWR Type | 40 | SqM | |
| 134 | 10.05 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : Particle Board 12 mm thick Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS :3087 marked | 40 | SqM | |
| 135 | 10.06 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202, core of block construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 30 mm thick non-decorative type including ISI marked stainless steel butt hinges with necessary screws. | 630 | SqM | |
| 136 | 10.07 | Providing and fixing glazed shutter for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked butt hinges bright finished of required size with necessary screws. 30 mm thick Kiln seasoned and chemically treated hollock wood or equivalent grade wood | 360 | SqM | |
| 137 | 10.08 | Providing and fixing 25 mm thick shutters for cup board etc. : Panelled or panelled & glazed shutters : Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. | 145 | SqM | |
| 138 | 10.09 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :35 mm thick shutters. With ISI marked stainless steel butt hinges of required size Kiln seasoned and chemically treated hollock wood or equivalent grade wood. | 140 | SqM | |
| 139 | 10.1 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. 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 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 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 multi-chambered 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 of Engineer-in-charge. | 575 | SqM | |
| 140 | 10.11 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | 180 | SqM | |
| 141 | 10.12 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | 265 | Each | |
| 142 | 10.13 | Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener. | 1230 | Each | |
| 143 | 10.14 | 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, of HINDALCO,JINDAL, or Equivalent 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, Aluminium 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 portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). | 3305 | Kg. | |
| 144 | 10.15 | 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 (weight not less than 10 kg/ sqm), along with SS jali shutter. | 3300 | SqM | |
| 145 | 10.16 | 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 5.0 mm thickness (weight not less than 10 kg/ sqm), along with SS jali shutter. | 530 | SqM | |
| 146 | 10.17 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge; With stainless steel cover plate minimum 1.25 mm thickness. | 80 | Each | |
| 147 | 11 | Water Proofing Treatment For Sunken Area | |||
| 148 | 11.01 | Removing any existing waterproofing, carrying ourt repairs and crack filling if any, cleaning and then providing and applying two component high performance polymer modifed cementitious waterproofing coating, having minimum elongation of 120% , shore A hardness of 60 as per ASTM D 2240 and food grade certification by CFTRI applied @2Kg/sqm in two coats, including reinforcing the coating with 45gsm glass fibre mesh between the coats at all corners and change in directions. The coating shall be applied on the entire horizontal and extended up to 300mm above FFL on vertical surface as per manufacturer's recommendation. The system includes base preparation of cleaning, brushing and removal of flacky materials, grouting the porous area with cementitious grout, sealing the minor cracks, proper coving between slab and wall junctions and pre-wetting the surface to attain SSD condition before application of the waterproofing coating, followed by the application of waterproof coating. Horizontal Protection: Supplying and applying an avg of 40mm thick M20 fibrated grade concrete screed including making of angle fillet and curing as per standard practice. Vertical protection : Applying 15mm thick polymeric waterproof plastering with CM 1:4 admixed with integral waterproofing compound @ 0.2litre/bag of cement for the vertical surface. | 1145 | SqM | |
| 149 | 11.02 | Bore Packing :- All the pipes to placed / inserted in the core cut areas, shall be placed appropriately to be grouted around the cut bores. Grouting the gaps between the pipe and the core cutting by an expansive cementitious grout that shall be poured into the gaps after fixing in place an effective leak-free shuttering. Upto 75 mm Diameter | 50 | Nos. | |
| 150 | 11.03 | Bore Packing :- All the pipes to placed / inserted in the core cut areas, shall be placed appropriately to be grouted around the cut bores. Grouting the gaps between the pipe and the core cutting by an expansive cementitious grout that shall be poured into the gaps after fixing in place an effective leak-free shuttering. 110 mm Diameter | 50 | Nos . | |
| 151 | 11.04 | Bore Packing :- All the pipes to placed / inserted in the core cut areas, shall be placed appropriately to be grouted around the cut bores. Grouting the gaps between the pipe and the core cutting by an expansive cementitious grout that shall be poured into the gaps after fixing in place an effective leak-free shuttering. 150-200 mm Diameter | 50 | Nos. | |
| 152 | 12 | Water Proofing Treatment For Buildings | |||
| 153 | 12.01 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : - 3 mm thick | 2915 | SqM | |
| 154 | 12.02 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCCslab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | 1500 | SqM | |
| 155 | 12.03 | Removing and cleaning of existing waterproofing system (bituminous membrane/ coating/ any other) by mechanical grinding, scarification. Repairing cracks by cutting & making V groove in 15x15 mm, with polymer modified mortar, filling the groove with CM (1:3) mixed with polymer @2 litre/bag of cement to make it a smooth surface before waterproofing system, and making an angle fillet of 50mmX50mm at all corners. Providing and applying two component instant setting 100% solids spray applied hybrid polyurea waterproofing coating, having excellent tensile strength of 15MPa and elongation of >400% (as per ASTM D 412), adhesion to concrete of 2MPa (as per ASTM D 4541), puncture resistance of 1000N (as per ASTM 154) and static crack bridging of up to 2mm (as per ASTM C 836). The coating shall be applied shall be applied to achieve a total DFT of 1.5mm as per ASTM C 898 and shall be applied on the entire horizontal and vertical surface as per the manufacturer's recommendation. The system includes base preparation of cleaning, brushing and removal of flacky materials, grouting the porous area with cementitious grout, proper coving between slab and wall junctions and priming the surface with two component solvent free epoxy primer applied @250g/sqm, followed by sprinkling liberal oven-dried quartz sand over the primer while it is still wet, to provide key for subsequent waterproofing coating. Horiontal Protection: Supplying and applying an avg of 75mm thick M20 fibrated grade concrete screed including saw cuting (approx 6mm W x 30mm D) at 3MX4M pannels, making angle fillet of 50mmX50mm using M20 grade concrete at the corners and filling the groove with PU/PS sealant. Vertical protection : Supplying and applying 15mm thick polymeric waterproof plastering with CM 1:4 admixed with integral waterprooofing compound @ 0.2litre/bag of cement for the vertical surface. | 1895 | SqM | |
| 156 | 13 | Paver Block & Fencing | |||
| 157 | 13.01 | 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 Engineer-in-charge. Made of G.I. wire of dia 4 mm | 1800 | SqM | |
| 158 | 13.02 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | 1150 | R.M. | |
| 159 | 13.03 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineerin-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. | 3145 | SqM. | |
| 160 | 14 | Handrailing & Gate | |||
| 161 | 14.01 | Providing and fixing M.S pipe hand railing (medium grade) conforming to IS-1239 consisting of top and middle horizontal rails of 40 mm dia. and 32 mm dia. nominal bore respectively, 1050 mm high upright members of 40 mm dia. nominal bore at 1500 mm maximum distance centre to centre of each member including all joints, bends , elbows, and specials as required and upright members welded or bolted to structural steel work/toe plates or welded to M.S. insert plates with M.S. lugs embedded in R.C.C. works, complete in all respects and as per direction of Engineer-in-Charge . Two coats of chlorinated rubber based paint at dry film thickness of 40 microns per coat over two coats of high built zinc phosphate primer compatible to chlorinated rubber based paint at dry film thickness of 25 microns per coat. | 35 | Ton | |
| 162 | 14.02 | Steel work welded in built up sections/ framed work trash racks, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 6850 | Kg | |
| 163 | 14.03 | Providing, fabricating and fixing in position double leaf gates of any height with one wicket door within the main gate, all made out of structural steel sections such as M.S. Angles, Tees, Channels, Plates, Flats, etc., for all horizontal, vertical and diagonal members, M.S. Gusset plates including providing and fixing in position at all heights hard drawn steel wire fabric mesh of size 75 mm x 25 mm and weight not less than 7.75 kg/sq.m. welded with frames, including providing and fixing necessary lock plate, handles, locking arrangement and other fittings, drilling of holes wherever required, welding etc. including providing necessary hinge plates welded to insert plates embedded in RCC columns, bolts and nuts for hinge etc. including providing and applying painting, complete in all respects and direction of Engineer-in-Charge : With providing and applying two coats of high build zinc phosphate primer of approved brand and manufacture compatible to chlorinated rubber paint at a dry film thickness of 50 micron per coat on structural steel work after preparation of surfaces including providing and applying two coats of chlorinated rubber based paint of approved colour, brand and manufacture at a dry film thickness of 50 microns per coat | 11 | Ton | |
| 164 | 14.04 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. | 20450 | Kg. | |
| 165 | 14.05 | Providing and fixing rolling shutters of approved make made of 80 mm wide MS laths and interlocked together through their entire length and jointed together at the ends by end locks, mounted on specially designed pipe shaft with bracket plates, guide channels and arrangement for inside and outside locking with push-pull operation complete including cost of wire spring and hood cover for the shutters and painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade - new work with two coats inculding a coat of approved steel primer and a coat of mordant solution with 38 gms of copper acetate in a litre of soft water. | 40 | Sq.m | |
| 166 | 14.06 | Extra for providing mechanical device chain and crank operation for operating rolling shutters. - Exceeding 16.80 sqm in the area | 115 | SqM | |
| 167 | 15 | Hotriculture & Landscape | |||
| 168 | 15.01 | Supplying sludge/manure at site including royalty and carriage upto 5km complete (sludge measured in stacks will be reduced by 8% for payment). | 160 | CuM | |
| 169 | 15.02 | Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 60 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but including the cost of sludge or manure (The manure/sludge shall be paid for separately). | 12500 | SqM | |
| 170 | 15.03 | Plantation of Trees, Shrubs, and Hedge at site I/C watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) :Trees Plant | 40 | Each | |
| 171 | 15.04 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) :Shrubs Plant | 40 | Each | |
| 172 | 15.05 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) :Hedge Plant | 40 | Each | |
| 173 | 15.06 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level, surface dressing of the ground including removing in-equalities not exceeding 15 cm deep and removal of rubbish lead up to a distance of 200 m (lift up to 1.5 m),outside the periphery of the area cleared. | 31050 | SqM | |
| 174 | 15.07 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. : Beyond 30 cm girth upto and including 60 cm girth. | 35 | Each | |
| 175 | 15.08 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. : Beyond 60 cm girth upto and including 120 cm girth | 41 | Each | |
| 176 | 15.09 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. : Beyond 120 cm girth upto and including 240 cm girth | 42 | Each | |
| 177 | 15.1 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. : Above 240 cm girth | 40 | Each | |
| 178 | 15.11 | Pruning, trimming, shaping of trees /shrubs (ht 15 feet and above) I/C removal of cut materials upto 50mt. Lead, as per direction of officer in charge. T&P shall be arranged by the contractor. | 40 | Per Tree | |
| 179 | 16 | Structural Steel | |||
| 180 | 16.01 | Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position with necessary welding and/or bolting with MS bolts conforming to property class 8.8 of IS: 1367 at all heights as per approved fabrication drawings of all types of structural steel work in columns, portals, girders, lattice girders, beams, crane girders, M.S rails, monorails, bracings, trusses, purlins, rafters, side runners, sag rods, hand railings, staircase stringers and steps, walkway, toe-plates, floor grids, sag rods with M.S. rounds, side walling, conveyor gantries, trestle for pipe and cable racks, gusset plates, etc., either made of rolled steel joists, channels, angles, tees, flats, plates , universal sections or built up from plates and/or rolled steel sections including necessary site and shop fasteners, complete in all respects as per approved fabrication drawings, standards and direction of Engineer-in-Charge : With providing and applying primer coat, intermediate coats and finish coat after the preparation of surfaces on structural steel work complete in all respects as per technical specifications and direction of Engineer-in-Charge. | 345 | Ton | |
| 181 | 16.02 | Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position structural steel work in cat ladders and cages at all heights including brackets, cleats, plates, rungs, chain, pins, hinges, etc., framed, bolted and/or welded together and fixed in position including necessary plugs and plugging and painting complete in all respects and as per direction of Engineer-in-Charge : With providing and applying primer coat, intermediate coats and finish coat after the preparation of surfaces on structural steel work complete in all respects as per technical specifications and direction of Engineer-in-Charge. | 90 | Ton | |
| 182 | 16.03 | Supplying of bolts (from 12 mm. to 52 mm. dia.), nuts, plain and tapper washers for fixing equipments, as per drawings and direction of Engineer-in-Charge : Bolts conforming to property class 4.6 of IS: 1367. | 725 | Kg | |
| 183 | 16.04 | Supplying of bolts (from 12 mm. to 52 mm. dia.), nuts, plain and tapper washers for fixing equipments, as per drawings and direction of Engineer-in-Charge : Bolts conforming to property class 8.8 of IS: 1367. | 725 | Kg. | |
| 184 | 16.05 | Supplying, transporting, fabricating as per approved fabrication drawings 25 mm. to 35 mm. thick M.S. grating made out of M.S flats as main members and Tor Steel bars as secondary members, all welded together to form a perfect mesh including getting those grating planks inspected and approved by Client/ Consultant, transporting to site, erecting and fixing in position these grating planks at all heights with necessary G.I. clips/ G.I. clamps tack welded for making floors, platforms, stair steps, etc., as required at site, providing and applying painting as per drawings and direction of Engineer-in-Charge (The rates shall include cost of G.I. clips/ clamps. The Contractor may procure gratings from grating manufacturer approved by Engineer-in-Charge. The rates shall also include all charges incurred during inspection and testing) : With 86 microns thick hot dip galvanizing coat. | 15 | Ton | |
| 185 | 16.06 | Supplying, transporting, de-rusting, cutting and fixing in position at all heights steel work in M.S. chequered plates in floors, steps, landing, covers over trenches, etc., with necessary bolts, nuts, washers, drilling holes, welding, etc., wherever necessary as per drawing including painting complete in all respects and as directed by Engineer-in Charge : Two coats of chlorinated rubber based paint at dry film thickness of 50 microns per coat over two coats of high built zinc phosphate primer compatible to chlorinated rubber based paint at dry film thickness of 50 microns per coat. | 15 | Ton | |
| 186 | 17 | HILTI | |||
| 187 | 17.01 | Supplying, fabricating and fixing in position S.S. anchor plates (SS 304), hooks, insert plates, S.S. flats, S.S. angle inserts and the like including welding M.S. lugs, etc., and embedding in cement concrete /R.C.C. works as per approved drawings complete in all respects and as per direction of Engineer-in-Charge. | 1350 | Kg | |
| 188 | 17.02 | Supplying, Drilling/Cleaning hole and injecting slow curing time, high bond stress value Hilti HIT-RE 500 chemical or equivalent Fischer make with the help of HIT-MD 2000 dispenser, into a hole of dia & depth as per manufacturer specification and fixing HYSD rebars in concrete thereof. Fixing methodology to be followed as per manufacturers guidelines. The chemical should have successful usage in wet or water saturated concrete/diamond cored holes as well. Plugs shall be used along with dispenser to inject RE 500 chemical or equivalent for deeper embedment depth of rebars i.e more than 300 mm in concrete. Reinforcements/rebars shall be supplied separately and the payments shall be made against respective items. Item includes all necessary scaffoldings required for completion of the work.12 mm dia. HYSD rebars | 75 | Each | |
| 189 | 17.03 | Supplying, Drilling/Cleaning hole and injecting slow curing time, high bond stress value Hilti HIT-RE 500 chemical or equivalent Fischer make with the help of HIT-MD 2000 dispenser, into a hole of dia & depth as per manufacturer specification and fixing HYSD rebars in concrete thereof. Fixing methodology to be followed as per manufacturers guidelines. The chemical should have successful usage in wet or water saturated concrete/diamond cored holes as well. Plugs shall be used along with dispenser to inject RE 500 chemical or equivalent for deeper embedment depth of rebars i.e more than 300 mm in concrete. Reinforcements/rebars shall be supplied separately and the payments shall be made against respective items. Item includes all necessary scaffoldings required for completion of the work.16 mm dia. HYSD rebars. | 75 | Each | |
| 190 | 17.04 | Supplying, Drilling/Cleaning hole and injecting slow curing time, high bond stress value Hilti HIT-RE 500 chemical or equivalent Fischer make with the help of HIT-MD 2000 dispenser, into a hole of dia & depth as per manufacturer specification and fixing HYSD rebars in concrete thereof. Fixing methodology to be followed as per manufacturers guidelines. The chemical should have successful usage in wet or water saturated concrete/diamond cored holes as well. Plugs shall be used along with dispenser to inject RE 500 chemical or equivalent for deeper embedment depth of rebars i.e more than 300 mm in concrete. Reinforcements/rebars shall be supplied separately and the payments shall be made against respective items. Item includes all necessary scaffoldings required for completion of the work.20 mm dia. HYSD rebars. | 75 | Each | |
| 191 | 17.05 | Supplying, Drilling/Cleaning hole and injecting slow curing time, high bond stress value Hilti HIT-RE 500 chemical or equivalent Fischer make with the help of HIT-MD 2000 dispenser, into a hole of dia & depth as per manufacturer specification and fixing HYSD rebars in concrete thereof. Fixing methodology to be followed as per manufacturers guidelines. The chemical should have successful usage in wet or water saturated concrete/diamond cored holes as well. Plugs shall be used along with dispenser to inject RE 500 chemical or equivalent for deeper embedment depth of rebars i.e more than 300 mm in concrete. Reinforcements/rebars shall be supplied separately and the payments shall be made against respective items. Item includes all necessary scaffoldings required for completion of the work.25 mm dia. HYSD rebars. | 75 | Each | |
| 192 | 17.06 | Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. Anchor Size M10 | 55 | Each | |
| 193 | 17.07 | Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. Anchor size M12 | 55 | Each | |
| 194 | 17.08 | Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. Anchor size M16 | 55 | Each | |
| 195 | 17.09 | Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. Anchor size M20 | 105 | Each | |
| 196 | 17.1 | Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. Anchor Size M24 | 105 | Each | |
| 197 | 17.11 | Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. Anchor Size M27 | 55 | Each | |
| 198 | 17.12 | Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. Anchor Size M30 | 205 | Each | |
| 199 | 17.13 | Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. Anchor Size M33 | 55 | Each | |
| 200 | 17.14 | Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. Anchor Size M36 | 55 | Each | |
| 201 | 17.15 | Providing and cutting concrete ( Rectangle / square ) upto 750mm deep using Hilti D-LP 32/ DS-TS 32 wall saws or equivalent having diamond saws and central water cooling system for accurate and vibration free cutting. The system should be operated using digital remote control. Suitable & sufficient scaffoldings shall be provided separately for all work that cannot be done safely from ground or other available means of safe support and the payments for this shall be made against respective items. (Approx 20 pieces at different places of plant.) | 110 | SqM | |
| 202 | 18 | Miscellaneous | |||
| 203 | 18.01 | Disposal of building rubbish / malba /coal ash and similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to municipal approved dumping ground or as approved by Engineer-in-charge, beyond 500 m initial lead, for lead distance upto 5 km including all lifts involved. | 5455 | CuM | |
| 204 | 18.02 | Same as item no. 18.01 of Miscellaneous but for lead distance up to 5-10 km | 150 | CuM | |
| 205 | 18.03 | Same as item no. 18.01 of Miscellaneous but for lead distance up to 10-20 km | 150 | CuM | |
| 206 | 18.04 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking 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 spaced 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 for 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 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised 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. 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing. | 1795 | SqM | |
| 207 | 18.05 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1cement : 2 coarse sand) to the full depth of the hole :With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 3995 | R.M. | |
| 208 | 18.06 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 16720 | SqM | |
| 209 | 18.07 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 2625 | R.M. | |
| 210 | 18.08 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | 300 | R.M. | |
| 211 | 18.09 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface 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, all complete as per direction of Engineer-In-Charge. Bars upto 12 mm diameter | 680 | R.M. | |
| 212 | 18.1 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface 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, all complete as per direction of Engineer-In-Charge. : Bars above 12 mm diameter | 595 | R.M. | |
| 213 | 18.11 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. Upto and including 12mm dia. | 210 | Each | |
| 214 | 18.12 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | 1010 | SqM | |
| 215 | 18.13 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make | 1050 | SqM | |
| 216 | 18.14 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. \nNote: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2). 12 mm average thickness. | 65 | SqM | |
| 217 | 18.15 | Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness.\nNote: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super- Plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument) 50mm thick in Grade M 25 with cement content not less than 330 kg per cum | 215 | SqM | |
| 218 | 18.16 | Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness.\nNote: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super- Plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument). 75mm thick in Grade M 25 with cement content not less than 330 kg per cum | 215 | SqM | |
| 219 | 18.17 | Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member.\nNote: Rates shall be for finished surface area of concrete and shall include the cost of making holes in existing RCC slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved Super-Plasticiser for rendering concrete as flowable self compacting and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument) 50mm thick in Grade M 25 with cement content not less than 330 kg per cum | 347 | SqM | |
| 220 | 18.18 | Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member.\nNote: Rates shall be for finished surface area of concrete and shall include the cost of making holes in existing RCC slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved Super-Plasticiser for rendering concrete as flowable self compacting and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument). 75mm thick in Grade M 25 with cement content not less than 330 kg per cum | 365 | SqM | |
| 221 | 18.19 | Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge. | 125 | Each | |
| 222 | 18.2 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 1.00 mm thick with zinc coating not less than 275 gm/m² | 7400 | SqM | |
| 223 | 18.21 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 125 | SqM | |
| 224 | 18.22 | Providing and fixing in position wall panelling at all heights with integral densified calcium silicate panels/tiles of size 595 x 595mm, having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991, comprising of a frame made from especially fabricated galvanised mild steel sheet 0.50 mm thick pressed section (galvanizing @120 grams per sqm including both sides) i.e.vertical studs of size 48 x 34 x 36 mm are placed at 600mm center to center in a floor and ceiling channel section of size 50 x 32m fixed to the floor and soffit at 600mm centers using 12mm dia,50mm long wedge type expanded zinc alloy dash fastner with 10mm bolt. This same channel is then to be fixed in horiziontal direction at 600mm center to center so as to form a grid of 600mm x 600mm. Glasswool of 50mm thickness is then to be inserted in the slots and finally calcium silicate non combustible panels/tiles are to be screw fixed with self tapping pan head nickel coated mild steel screws of size 13 x 3.2mm on to this grid leaving an even groove of 1 mm between the panels. The joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate based compound and fiber joint tape roll 50mm wide (90 metre )roll and two coats of primer suitable for panelling as per manufacturer's specification as per direction of Engineer-in-Charge all complete. With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles\n | 310 | SqM | |
| 225 | 18.23 | Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre-laminated one side decorative lamination and other side balancing lamination Grade I, Type II, IS : 12823 marked, including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete : 25 mm thick | 165 | SqM | |
| 226 | 18.24 | Providing and fixing 16 mm M.S. Fan clamps of standard shape andsize in existing R.C.C. slab, including cutting chase, anchoring clampto reinforcement bar, including cleaning, refilling, making good thechase with matching concrete, plastering and painting the exposedportion of the clamps complete. | 425 | Each | |
| 227 | 18.25 | ADDITIONAL ITEMS FOR REPAIRING OF SILO | |||
| 228 | 18.26 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge. 75mm average thickness | 520 | SqM | |
| 229 | 18.27 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge. 50mm average thickness | 525 | SqM | |
| 230 | 18.28 | Alkaline Rust Convertor on exposed old reinforcement - Providing and applying Alkaline Rust convertor capable of converting both Hametite & Magnetite forms of rust with (Base : Organic ( Water based ),pH : Alkaline,Appearance : Dark Brown )in two coats conforming to ASTM B 117 & ASTM G-60-86 of approved vendor over the exposed old reinforcement as per manufacturers specification and ensure all rust is cleaned / converted and is ready to take further treatment.\n | 500 | SqM | |
| 231 | 18.29 | Corrosion protection of unexposed old reinforcement - Providing and applying Concrete penetrating corrosion Inhibitor conforming to ASTM G 109 over the entire surface in 2 coats @ of 4m2 / ltr / coat or as per manufacturer's specification of approved vendor. | 500 | SqM | |
| 232 | 18.3 | Corrosion Protection of exposed old and new reinforcement - Providing and applying 2 coats Epoxy phenolic rebar protection system on the exposed old reinforcement and on additional new reinforcement by brush as per detailed specification with interval as specified by the manufacturer( measured on the basis of total repair area) of approved vendor. The coating shall have an Ecorr value of -45mV against SCE in 3.5% NACL solution for 100 Hours and electrochemical evaluation of max 0.5 mA/cm2 or as per manufacturer's specification . | 500 | SqM | |
| 233 | 18.31 | For Non Structural Cracks providing & fixing nipples - Providing & fixing nipples and sealing with ready to use polymer modified mortar of approved vendor in case of cementitious grouting and epoxy mortar after drilling holes of 13mm dia,200 mm depth and at 300mm c/c in zig zag fashion for grouting as per technical specifications and subsequent cutting & removal of the same after grouting is completed.In case of slabs the depth of the drilled hole should be about 60% of the slab thickness. | 100 | Nos | |
| 234 | 18.32 | Sealing Non structural cracks and filling honeycombs with Polymer Modified Mortar - Carry out Patch repair with polymer modified mortar to cover the honey combed area having compressive strength equal to 30MPa. of approved vendor. | 500 | SqM | |
| 235 | 18.33 | Non shrink cementitious injection through nipples/groutingcomplete as per technical specification using start injecting ready to use non shrink polymer cement grout of approved vendor as per detailed specification ( No of bags of grout used for grouting shall be measured for billing). | 1000 | Kg of grout | |
| 236 | 18.34 | For Structural Cracks providing & fixing nipples - Providing & fixing nipples and sealing with ready to use epoxy mortar of approved vendor in case of epoxy grouting after drilling holes of 13mm dia,200 mm depth and at 300mm c/c in zig zag fashion for grouting as per technical specifications and subsequent cutting & removal of the same after grouting is completed.In case of slabs the depth of the drilled hole should be about 60% of the slab thickness | 100 | Nos | |
| 237 | 18.35 | Filling Structural cracks (V- grooves) - Making V grooves along the cracks & filling these cracks in RCC wall, beams , columns of cooling towers using ready to use epoxy mortar of approved vendor. | 100 | R.M. | |
| 238 | 18.36 | Structural Cracks Monomer / Epoxy Injection - Injecting through nipples/grouting complete as per technical specification using very low viscosity high molecular weight thermosett monomer followed by grouting with low viscosity epoxy resin grout ( 190 - 200 cps ) of approved vendor. (Payment will made for the actual quantity of monomer /epoxy injected ). | 500 | Kg of grout | |
| 239 | 18.37 | Epoxy Bond Coat – Providing and applying epoxy bond coat meeting ASTM-C-882-91 (Arizona Slant Shear Test) of approved vendor as per detailed specification on the surface to be encased with Micro Concrete or to be repaired with Fibre Reinforced Polymer Modified Mortar. | 500 | SqM | |
| 240 | 18.38 | Shear Connectors - Shear connectors of 10mm diameter ‘L’ shaped rods with sufficient anchorage length shall be provided by drilling and fixing into the sound concrete in a staggered way as given in the specification and same to be protected with two coats of Zn Rich/Epoxy Phenolic epoxy as done for reinforcement. | 500 | Nos | |
| 241 | 18.39 | Weld Mesh - Weld mesh of spacing 50 mm × 50 mm and 3 mm diameter shall be wrapped around the columns, tied to the original rebars and properly anchored to the concrete using U-hooks same to be protected with two coats of Zn Rich/ Epoxy Phenolic epoxy as done for reinforcement. | 500 | SqM | |
| 242 | 18.4 | Ready to use Fibre reinforced Polymer Modified mortar – For small areas and thickness of repair less than 50mm, cover concrete shall be rendered by application of polymer modified mortar of approved vendor having compressive strength equal to 30MPa For areas / portions where concrete cover thickness is less than the required one, provide L- shaped shear connectors and apply Zn rich coating as being done over reinforcement at a suitable spacing, both horizontally and vertically with sufficient anchorage length by drilling the hard concrete. Apply polymer modified concrete/mortar. The repair material must be cured as per the supplier’s specification. Thickness upto 20mm\n | 100 | SqM | |
| 243 | 18.41 | Ready to use Fibre reinforced Polymer Modified mortar – For small areas and thickness of repair less than 50mm, cover concrete shall be rendered by application of polymer modified mortar of approved vendor having compressive strength equal to 30MPa For areas / portions where concrete cover thickness is less than the required one, provide L- shaped shear connectors and apply Zn rich coating as being done over reinforcement at a suitable spacing, both horizontally and vertically with sufficient anchorage length by drilling the hard concrete. Apply polymer modified concrete/mortar. The repair material must be cured as per the supplier’s specification . Thickness upto 21-30mm | 100 | SqM | |
| 244 | 18.42 | Ready to use Fibre reinforced Polymer Modified mortar – For small areas and thickness of repair less than 50mm, cover concrete shall be rendered by application of polymer modified mortar of approved vendor having compressive strength equal to 30MPa For areas / portions where concrete cover thickness is less than the required one, provide L- shaped shear connectors and apply Zn rich coating as being done over reinforcement at a suitable spacing, both horizontally and vertically with sufficient anchorage length by drilling the hard concrete. Apply polymer modified concrete/mortar. The repair material must be cured as per the supplier’s specification.\nThickness upto 31-40mm | 100 | SqM | |
| 245 | 18.43 | Ready to use Fibre reinforced Polymer Modified mortar – For small areas and thickness of repair less than 50mm, cover concrete shall be rendered by application of polymer modified mortar of approved vendor having compressive strength equal to 30MPa For areas / portions where concrete cover thickness is less than the required one, provide L- shaped shear connectors and apply Zn rich coating as being done over reinforcement at a suitable spacing, both horizontally and vertically with sufficient anchorage length by drilling the hard concrete. Apply polymer modified concrete/mortar. The repair material must be cured as per the supplier’s specification.\nThickness upto 41-50mm | 100 | SqM | |
| 246 | 18.44 | Ready to Use Micro concrete - Shuttering shall be erected for columns to have a minimum cover thickness of 50 mm all-round free flowing micro concrete of approved vendor & micro-concrete shall be placed in stages of 1.5m height. The grade of concrete shall not be less than M30. (If the thickness of repair is more than 50mm and also if the repair area is equal to or more than 1.0m2, repair shall be done with free flow concrete or micro- concrete). | 50 | CuM | |
| 247 | 18.45 | Fibre Wrapping System with glass fibre: Supplying & Applying to Strengthen the concrete- Wrapping System: Supplying & Applying to Strengthen the concrete @500mm on either side of horizontal & vertical cracks with single layer of non metallic composite fiberwrapping system (1m wide) comprise of uni-directional E -glass fiber sheet(900 GSM) and compatible epoxy saturant, by wet layer system including, Surface preparation: Grinding/ moulding concrete substrate, cleaning it with wire brush removing oil, laitance if present, rounding sharp edges to min 25 mm radius etc. complete. Profiling: Applying compatible primer on prepared substrate, Filling the holes and uneven surface with thixotropic putty etc. complete Wrapping: Wrapping the fiber sheet to structural element at desired orientation using tamping roller to avoid any air voids etc. Sand pasting: Applying second coat of saturant after min. 12 hrs, rectify air voids if any paste the river sand on it to make surface rough to takefurther finishes and plastering the surface after complete curing using 10 mm thick PMM to give uniform finish of approved vendor. | 100 | SqM | |
| 248 | 18.46 | Painting of External Surface of Buildings - Providing protective coating to external surface of RCC structures to resist further ingress of CO2 from the atmosphere. with contractor’s supply and application of 2 coats of acrylic, waterbased elastomeric coating over a single primer coat of Silane Siloxane of approved vendor as per the manufacturers specification including priming coat, intermediate coat and top coat with paints from approved firms after surface preparation with sand blasting i.e. cleaning the surface free of loose particles / deposits and with contractor’s labour, materials, equipments, staging etc. complete and as directed by the Engineer incharge which will resist ingress of chloride ions and CO2 from the atmosphere. | 100 | SqM | |
| 249 | 18.47 | Preparing the surface being treated - in this case concrete columns, beams, sofitt slabs, floors & plastered brick masonry walls (for receiving IMPREGNATION, BOND COATS, COATINGS etc) with hand wire brushes or rotary wire brushes etc and removing all the dust , dirt etc complete. | 19000 | SqM | |
| 250 | 18.48 | Providing impregnation into prepared concrete surface and seal all the pores with a very low viscosity Polymethyl Methacrylate monomer (5 cps viscosity) to be applied by brush with a consumption of minimum 0.25 kg/m2. | 19000 | SqM | |
| 251 | 18.49 | Providing and applying acrylic polymer based Bonding agent, (with bond strength of 3 N/mm2) between old and new concrete made with following proportion - 1 part Acrylic polymer with minimum 45 % solid content, 0.5 part water and 1 part cement to be thoroughly mixed and applied on moist surface of brick masonry at an consumption rate of 2 Sqm/kg of prepared bonding agent as per application procedure of manufacturer. | 5000 | SqM | |
| 252 | 18.5 | Providing self levelling Screed using proportion 1:1:0.5 cement: sand : 8 mm down aggregates ( by weight) with addition of suitable free flow and performance improving additives namely microsilica, shrinkage compensating admixtures, polymers, high range superplasticizers all in premixed powder form pack in correct proportion as % of cement weight. W/C ratio not to exceed 0.4. The mixture should be done in half bag mixers by reproportioning and laid on prepared surface with bonding agent applied. The item to including providing all materials mixing, laying, tamping and levelling and curing for next 4 days with sprinkling of water etc complete. The 28 day compressive strength of the screed to be 37.5 N/mm2 | 500 | CuM | |
| 253 | 18.51 | Providing and applying 3 mm thick self levelling epoxy phenolic screed using Epoxy Phenolic Solvent free resin in proportion of 1 part mixed resin (Part A and Part B together) to 2 parts of sharp silica sand 600 micron down on dry and clean surface of the self levelling cementitious screed done earlier, using special fork type leveller tool and allowing the scred to sure for 48 hours. | 14000 | SqM | |
| 254 | 18.52 | After executing Item 36 & 37 above, providing and applying on all internal walls and slab soffits including beams and cutouts, three coat epoxy phenolic solvent containing protective coating with one non pigmented primer coat and two subsequent colour coats with brush or airless spray machine with total dry film thickness of 225 +/- 10 microns. Adhesion with concrete BS 3900 -E-10-79 - Min 2.5 N/mm2 Tensile Strength ASTM D 2370 -79 - Min 15 N/mm2 Elongation ASTM D 2370-79 - 15% ( min elongation of coating ) Specific permiability ASTM D 1653-74 - Min 0.15mg/cm2/mm/24 hrs | 12000 | SqM | |
| 255 | 18.53 | Providing and applying Elastomeric, Anti carbonation, Anti corrosive, UV resistant, Solvent based Pure Aliphatic Acrylate System- on the exterior faces of bagging plant conforming to ASTM D 4541-02 having Electrochemical impedance of 10^7 O and achieving dry film thickness of minimum 200 microns in 3 coats (a primer coat followed by two top coats) using brush or spray after complete cleaning & removal of oil, grease or loose particles. The final film shall confirm to Adhesion with concrete surface as per ASTM D 4541 - Min 3 Mpa Water vapour permiability as per ASTM D 1653 -max 18 gm/m2/day at 75% RH at 25 deg c Flexibility Standard Bend Test as per ASTM D 522 - No crack on surface in 1/8 inch mandrel QOV condensation test as per ASTM G 154 - No decolorisation & chaulking in min 100 hrs exposure Electrical Impedence Spectroscopy Method - Initial value min - 9 x 10 9 ohm Final Value min after 30 days - 7 x 10 7 ohm | 12000 | SqM | |
| 256 | 18.54 | Removing and cleaning of existing waterproofing system (bituminous membrane/ coating/ any other) by mechanical grinding, scarification. Supplying and applying single component, moisture cured, root resistant, elastomeric 100% pure polyurethane liquid applied membrane, which is free from bitumen and tar and having elongation of 400% as per ASTM D 412 and tensile strength of 2-4 MPa as per ASTM D 412 applied to achieve 1.5mm DFT as per ASTM C 898. The system includes base preparation of cleaning, brushing and removal of flacky materials, grouting the porous area with cementitious grout, proper coving between slab and wall junctions and priming the surface with PU/epoxy primer applied @ 150gms/Sqm, followed by application of waterproofing membrane. Topcoat: Supplying and appyling two component aliphatic UV stable polyurethane topcoat, having excellent pull off strength to concrete >2MPa (as per ASTM D 7234), shore A Hardness of 60-65 (as per ASTM D 2240) and SRI of 110 (as per ASTM E 1980). The topcoat shall be applied at 400g/sqm on the exposed areas by brush/roller in two coats. | 12000 | SqM | |
| 257 | 18.55 | Providing and applying self healing redox mechanism based anti corrosive coating system a technology of CECRI / CSIR under ministry of Science & Technology comprising of Primer 40-50 microns DFT, Interprimer 40-50 microns, one middle coat of 95-105 microns & one top coat 30-40 microns DFT each over a blast cleaned steel substrate (SA 2 ½) to near white metal of all types, shapes & size at all levels to achieve an even shade including all labour, materials, consumables, equipment, handling, transportation, protection and cleaning, scaffolding and staging, testing etc. all complete as per specification, drawing and instructions of the engineer. The Self Healing system shall confirm to Adhesion(ASTM-D-4541):2.5 N/mm2min Abrasion (ASTM-D-4060): 15 mg Salt Spray Test (ASTM-B-117): Passes 1500 hours SVET; 10-20 micro amp AC Impedance: 10^8 ohms after 1000 hrs salt spray.\n | 25 | Ton | |
| 258 | 19 | Rain Water Harvesting (EXCAVATION, PCC, RCC, SHUTTERING, REINFORCEMENT & BRICK WORK SHALL BE PAID SEPERATELY AS PER ITEM SPECIFIED ABOVE) | |||
| 259 | 19.01 | Providing, hoisting and fixing precast reinforced cement concrete work including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 84 | CuM | |
| 260 | 19.02 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 180 | CuM | |
| 261 | 19.03 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 180 | CuM | |
| 262 | 19.04 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. | 180 | CuM | |
| 263 | 19.05 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | 120 | CuM | |
| 264 | 19.06 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, for all depth below ground level. Upto 300 mm dia bore hole for all types of soil. | 1100 | R.M. | |
| 265 | 19.07 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. Upto 200 mm nominal size dia | 1100 | R.M. | |
| 266 | 20 | ELECTRICAL WORKS - SUPPLY& ERECTION (PART- II) | |||
| 267 | 21 | DISTRIBUTION BOARD (MPDB1 (Extension Panel) / LSDBs / SPDBs / PDB ) | |||
| 268 | 21.01 | Design, Supply, Installation, Testing and Commissioning at site of following weather proof Distribution Board made of CRCA sheet steel IP-55 execution having minimum thickness 2.0 mm suitable for wall / structure mounting, Indoor /Outdoor type and the same shall be suitable for DIN rail mounting MCBs/MCCBs/RCCBs etc. with provision of both (top & bottom) entry with 3nos.LED phase indicating lamps in incomers. Required nos. of suitable Elmex/ phoenix /connectwell terminals, crimping type Cu lugs and double compression rolled aluminum cable glands for Incomer and outgoing cable feeders including power and control cable glanding and terminations, handling, transportation from owner's store/ storage yard to erection site; unpacking, inspection; dressing of foundation as required; on frame works/supports grouted or welded to columns/structures; mounting in position and connecting of loose components and accessories; drilling of gland plates with required holes or enlarging existing holes for cable entries; fixing of cable glands and terminal supplied loose; plugging of all unused cable entries in the board/panels to make the same dust and vermin proof, making good of wall/column broken or chipped by cement plastering; minor repair and touch painting work; operational and functional checking; supply of fixing bolts, nuts and washers and other necessary hardwares and civil masonry materials; all work, labour and materials complete as per drawings & documents, specifications, codes and standards and directions of Engineer-in-Charge. Further please note that termination shall also include drilling, tapping of cable insulation, crimping of lugs to the conductor & connection of the lugs to equipment terminal..If any board is installed in outdoor area PVC shed shall be provided covering the total switchboard and safe staying of one person for maintenance during rainy season. | |||
| 269 | 21.02 | Extension of Existing 415V Hose proof and weatherproof industrial type sheet steel enclosed, Extendible type Main Switchboard (MPDB-1) at Admin Building with IP-55 degree of protection having Outgoing Feeders as indicated in SLD/ feeder details as per Technical specifications. | 1 | No. | |
| 270 | 21.03 | 415V Hose proof and weatherproof industrial type sheet steel enclosed, Extendible type Power Distribution Board (PDB-1) with IP-55 degree of protection having 2 nos.250A 4P MCCB I/C and Outgoing Feeders as indicated in SLD/ feeder details with ammeter & Voltmeter as per Technical specifications. | 1 | No. | |
| 271 | 21.04 | 415V Hose proof and weatherproof industrial type sheet steel enclosed, Extendible type Power Distribution Board (PDB-2) with IP-55 degree of protection having 2 nos.400A 4P MCCB I/C and Outgoing Feeders as indicated in SLD/ feeder details with ammeter & Voltmeter as per Technical specifications. | 1 | No. | |
| 272 | 21.05 | 415V Hose proof and weatherproof industrial type sheet steel enclosed, 12 way Lighting Distribution Board (LSDB)with IP-55 degree of protection having 1 no, 63A 4P MCCB, 3 nos 63A DP RCBO in phase and 12 nos.16A DP MCBs outgoing as per Technical specifications , SLD, standards & direction of Engineer in charge including provision for 2 nos earthing with 1x16 sq.mm (Al) unarmoured cable. | 5 | Nos. | |
| 273 | 21.06 | 415V Hose proof and weatherproof industrial type sheet steel enclosed, 18 way Lighting Distribution Board (LSDB)with IP-55 degree of protection having 1 no, 63A 4P MCCB, 3 nos 63A DP RCBO in phase and 1 nos.16A DP MCBs outgoing as per Technical specifications , SLD, standards & direction of Engineer in charge including provision for 2 nos earthing with 1x16 sq.mm (Al) unarmoured cable. | 6 | Nos. | |
| 274 | 21.07 | 415V Hose proof and weatherproof industrial type sheet steel enclosed, 18-way Lighting / Single Phase socket DB (DB)Power Distribution Board (PDB) for Switch Socket / AC with IP-55 degree of protection having 1 no. 63A 4P MCCB, 63 A DP RCBO in each PHASE and 18 Nos. outging 16 A DP MCB as per Technical specifications , SLD, standards & direction of Engineer in charge including provision for 2 nos earthing with 1x16 sq.mm (Al) unarmoured cable. | 4 | Nos. | |
| 275 | 21.08 | 415V Hose proof and weatherproof industrial type sheet steel enclosed, 21-way Lighting / Single Phase socket DB (DB)Power Distribution Board (PDB) for Switch Socket / AC with IP-55 degree of protection having 1 no. 63A 4P MCCB, 63 A DP RCBO in each PHASE and 21 Nos. outging 16 A DP MCB as per Technical specifications , SLD, standards & direction of Engineer in charge including provision for 2 nos earthing with 1x16 sq.mm (Al) unarmoured cable. | 7 | Nos. | |
| 276 | 21.09 | 415V Hose proof wall mounted type 24 way MCB prewired Lighting Distribution board having 1 no. 125A 4P MCCB, 63 A DP RCBO in each PHASE and 18 nos 16A DP MCB outgoing feeder and 6 Nos.32A DP MCB outgoing feeder as per Technical specifications , SLD, standards & direction of Engineer in charge including provision for 2 nos earthing with 1x16 sq.mm (Al) unarmoured cable. | 1 | Nos. | |
| 277 | 21.1 | 415V Hose proof wall mounted type 21 way MCB prewired Lighting Distribution board having 1 no. 125A 4P MCCB, 2 Nos. 63 A DP RCBO in each PHASE (Total 6 Nos.) and 12 nos 16A DP MCB outgoing feeder and 6 Nos.32A DP MCB outgoing feeder, MFM with CT & PT, as per Technical specifications , SLD, standards & direction of Engineer in charge including provision for 2 nos earthing with 1x16 sq.mm (Al) unarmoured cable. | 1 | Nos. | |
| 278 | 21.11 | Wall mounted Meter Distribution Board complete with 125A Fuse and 125A Isolator, 3 phase, 4 Wire, 415V, house service type (20KW) Digital Energy Meter. | 1 | Nos. | |
| 279 | 21.12 | Wall mounted Meter Distribution Board complete with 32A Fuse and 32A Isolator, 1 phase, 2 Wire, 240V, house service type (2KW) Digital Energy Meter. | 1 | Nos. | |
| 280 | 21.13 | 240V Hose proof wall mounted type 12 way MCB prewired Lighting Distribution board having 1 no. 63 A DP RCBO and 9 nos 16A DP MCB aoutgoing feeder and 3 Nos.32A DP MCB outgoing feeder as per Technical specifications , SLD, standards & direction of Engineer in charge including provision for 2 nos earthing with 1x16 sq.mm (Al) unarmoured cable. | 5 | Nos. | |
| 281 | 21.14 | 415V Hose proof and weatherproof industrial type sheet steel enclosed, 12 way Single Phase socket DB (SPDB) with IP-55 degree of protection having 1 no, 63A 4P MCCB, 3 nos 63A DP RCBO in phase and 12 nos.16A DP MCBs outgoing as indicated in attached SLD along with technical specifications, standards etc. | 6 | Nos. | |
| 282 | 21.15 | 415V Hose proof and weatherproof industrial type sheet steel enclosed, 12-way Power Distribution Board (PDB) for AC with IP-55 degree of protection having 1 no. 125A 4P MCCB, 63 A DP RCBO in PHASE and 12 Nos. outgoing 32A DP MCB as indicated in typical SLD attached with Technical Specification | 2 | Nos. | |
| 283 | 21.16 | 415V Hose proof and weatherproof industrial type sheet steel enclosed, 18-way Power Distribution Board (PDB) for AC with IP-55 degree of protection having 1 no. 125A 4P MCCB, 63 A DP MCB in PHASE and 18 Nos. outgoing 32A DP MCB as indicated in typical SLD attached with Technical Specification | 14 | Nos. | |
| 284 | 22 | LIGHTING: Supply, Installation, Testing and Commissioning of prewired all/ceiling/false ceiling mounted type following LED lighting fixtures including providing & fixing LED lighting fixtures, electronic drivers,condensers,internal & external reflectors, louvers, etc. Including handling, transportation from owners store to erection site, unpacking, inspection; checking of internal wiring; Erection in position on false ceiling / floor etc ,cable glanding, crimping of lugs and connections at fixtures; supply of all erection materials Including necessary GI hardware, GI clamps, GI brackets, civil masonry materials; all work, labour and materials complete as per drawings, specifications, codes and standards and directions of Engineer in charge. | |||
| 285 | 22.01 | High quality LED tube batten complete with 2X20W tube (T5) eco friendly, having = 2000 lumen output, CCT-6500K, IP-20, luminous efficacy = 100 lm/watt, CRI>80, life = 40000 burning hours, PF>0.95 and THD<10%, no UV radiation etc. suitable for ceiling/ wall mounted | 70 | Nos. | |
| 286 | 22.02 | High quality LED tube batten complete with 1X20W tube (T5) eco friendly, having = 2000 lumen output, CCT-6500K, IP-20, luminous efficacy = 100 lm/watt, CRI>80, life = 40000 burning hours, PF>0.95 and THD<10%, no UV radiation etc. suitable for ceiling/wall mounted | 596 | Nos. | |
| 287 | 22.03 | 240VAC 1 phase 90W outdoor light with LED lamp (with short arm) in weatherproof & hose proof light Min IP55, fixture complete with driver ,cable glands and other accessories, suitable for 3 X 2.5mm2 (Cu) cable and stopping plug for outdoor area. | 40 | Nos. | |
| 288 | 22.04 | 240VAC 1 phase 45 W Street Lighting Fixtures. with LED lamp in weatherproof & hose proof light Min IP55, fixture complete with driver ,cable glands and other accessories, suitable for 3 X 2.5mm2 (Cu) cable and stopping plug for outdoor area. | 40 | Nos. | |
| 289 | 22.05 | Wall mounted high quality LED tube batten complete with single 9W tube (T5) eco friendly, having = 900 lumen output, CCT-6500K, IP-20, luminous efficacy = 100 lm/watt, CRI>80, life = 40000 burning hours, PF>0.95 and THD<10%, no UV radiation etc. | 111 | Nos. | |
| 290 | 22.06 | Wall/Bracket mounted bulk head lighting fixtures complete with bracket, 9W LED bulb eco friendly, having = 900 lumen output, CCT-6500K, luminous efficacy = 100 lm/watt, CRI>80, life = 40000 burning hours, PF>0.95 and THD<10%, no UV radiation etc. suitable for outdoor installation. | 2 | Nos. | |
| 291 | 22.07 | 34W LED flat panel lighting fixture with high brightness LEDs with integral driver and suitable heat sink arrangement to ensure effective heat dissipation with approximate dimension of 2 ft x 2 ft in CRCA housing having minimum lumen output of 100lm/w and suitable for installation in recess/false flooring etc | 417 | Nos. | |
| 292 | 22.08 | 240V AC 1 phase 45W outdoor highbay light with LED lamp in weatherproof & hose proof wall / bracket mounted Min IP55, fixture complete with driver, cable glands and other accessories, suitable for 3X2.5 mm2 (Cu) cable and stopping plug for outdoor area. | 24 | Nos. | |
| 293 | 22.09 | Round surface mounted 6W LED Down Lighter. | 107 | Nos. | |
| 294 | 22.1 | 240VAC 1 phase Outdoor Type Bollard Light 12W LED in weatherproof & hose proof light Min IP55, fixture complete with driver ,cable glands and other accessories, suitable for 3 X 2.5mm2 (Cu) cable and stopping plug. | 28 | Nos. | |
| 295 | 23 | Wiring | |||
| 296 | 23.01 | Point Wiring : One Light / Fan / Exhaust Fan Point shall controlled by one switch : Supply and Providing Point Wiring system for primary light point/ceiling fan point/exhaust fan point/ call bell point/light plug point controlled by 1-6 Ampere modular type switch inclusive of the cost for providing circuit wiring from Distribution board to switch boards with 2x2.5 sq.mm.,1.1 KV grade PVC multi stranded fire resistant insulated copper conductor wire for light in required size of rigid PVC conduit with conduit accessories and 14swg bare copper earth wire continuity conductor including providing/fixing of PVC conduit of required size. Item shall also include wiring from switch board to point/fitting with 2x1.5 sq.mm copper conductor PVC insulated wire of 1100V grade with 14 SWG copper wire as earth continuity conductor for light in appropriate size of PVC conduit including providing & fixing PVC conduit with accessories such as bends,JB,sockets etc.required size of MS zinc passivated modular box with white inner plate and glossy white outer module plate for housing modular switch, sockets, fan regulators (Electronic heavy duty step up type) bell push on modular plate etc,The rates shall include cutting and refilling of chases/ Wall etc. including internal connections as required. All switch sockets shall be modular type fixed on modular plate. Make of modular plate, board, switch, socket etc shall be as per approved Make .(Actual nos. shall be decided at site). | 1093 | Nos. | |
| 297 | 23.02 | Point Wiring : TWO Light / Fan / Exhaust Fan Point shall controlled by one switch : Supply and Providing Point Wiring system for primary light point/ceiling fan point/exhaust fan point/ call bell point/light plug point controlled by 1-6 Ampere modular type switch inclusive of the cost for providing circuit wiring from Distribution board to switch boards with 2x2.5 sq.mm.,1.1 KV grade PVC multi stranded fire resistant insulated copper conductor wire for light in required size of rigid PVC conduit with conduit accessories and 14swg bare copper earth wire continuity conductor including providing/fixing of PVC conduit of required size. Item shall also include wiring from switch board to point/fitting with 2x1.5 sq.mm copper conductor PVC insulated wire of 1100V grade with 14 SWG copper wire as earth continuity conductor for light in appropriate size of PVC conduit including providing & fixing PVC conduit with accessories such as bends,JB,sockets etc.required size of MS zinc passivated modular box with white inner plate and glossy white outer module plate for housing modular switch,sockets,fan regulators (Electronic heavy duty step up type) bell push on modular plate etc,The rates shall include cutting and refilling of chases/wall etc. including internal connections as required. All switch sockets shall be modular type fixed on modular plate. Make of modular plate,board switch, socket etc shall be as per approved Make. (Actual nos. shall be decided at site). | 208 | Nos. | |
| 298 | 23.03 | Point Wiring : THREE Light / Fan /Exhaust Fan Point shall controlled by one switch. : Supply and Providing Point Wiring system for primary light point/ceiling fan point/exhaust fan point/ call bell point/light plug point controlled by 1-6 Ampere modular type switch inclusive of the cost for providing circuit wiring from Distribution board to switch boards with 2x2.5 sq.mm.,1.1 KV grade PVC multi stranded fire resistant insulated copper conductor wire for light in required size of rigid PVC conduit with conduit accessories and 14swg bare copper earth wire continuity conductor including providing/fixing of PVC conduit of required size. Item shall also include wiring from switch board to point/fitting with 2x1.5 sq.mm copper conductor PVC insulated wire of 1100V grade with 14 SWG copper wire as earth continuity conductor for light in appropriate size of PVC conduit including providing & fixing PVC conduit with accessories such as bends,JB,sockets etc.required size of MS zinc passivated modular box with white inner plate and glossy white outer module plate for housing modular switch,sockets,fan regulators (Electronic heavy duty step up type) bell push on modular plate etc,The rates shall include cutting and refilling of chases/wall etc. including internal connections as required. All switch sockets shall be modular type fixed on modular plate. Make of modular plate,board switch, socket etc shall be as per approved Make. (Actual nos. shall be decided at site). | 119 | Nos. | |
| 299 | 23.04 | Point Wiring : TWIN controlled Light Point. Supply and Providing Point Wiring system for twin controlled lighting point controlled by 1-6 Ampere modular type switch inclusive of the cost for providing circuit wiring from Distribution board to switch boards with 2x2.5 sq.mm.,1.1 KV grade PVC multi stranded fire resistant insulated copper conductor wire for light in required size of rigid PVC conduit with conduit accessories and 14swg bare copper earth wire continuity conductor including providing/fixing of PVC conduit of required size.Item shall also include wiring from switch board to point/fitting with 2x1.5 sq.mm copper conductor PVC insulated wire of 1100V grade with 14 SWG copper wire as earth continuity conductor for light in appropriate size of PVC conduit including providing & fixing PVC conduit with accessories such as bends,JB,sockets etc.required size of MS zinc passivated modular box with white inner plate and glossy white outer module plate for housing modular switch, sockets, fan regulators (Electronic heavy duty step up type) bell push on modular plate etc,The rates shall include cutting and refilling of chases/wall etc. including internal connections as required. All switch sockets shall be modular type fixed on modular plate. Make of modular plate, board switch, socket etc shall be as per approved Make. (Actual nos. shall be decided at site). | 35 | Nos. | |
| 300 | 23.05 | Point Wiring : Plug Point Supply and Providing Point Wiring system for 6A Plug points with single core multi stranded PVC insulated unsheathed copper conductor fire retardant wires of 1100V grade in recessed PVC conduit including providing and fixing PVC conduits of required size complete with accessories such as bends,JB, Pull Boxes etc with plate, switches,sockets,screws and covers, Zinc Passivated MS modular boxes (16 gauge sheet construction) of suitable sizes, embedded in wall, concealed and flush with walls including cutting and refilling the chases/ Wall etc and inclusive of 14 SWG bare copper earth conductor for socket outlets as per specifications & direction of Engineer in charge. All Modular type switch & socket shall be of approved make.6 Amp 6 pin socket outlet with 6A switch mounted side by side with 2x2.5 sq.mm PVC copper wire with 14 SWG bare copper earth wire.(Actual nos. shall be decided at site). | 420 | Nos. | |
| 301 | 23.06 | Point Wiring : Secondary Plug Point from Primary Plug Point Supply and Providing Point Wiring system for 6A Plug points with single core multi stranded PVC insulated unsheathed copper conductor fire retardant wires of 1100V grade in recessed PVC conduit including providing and fixing PVC conduits of required size complete with accessories such as bends,JB, Pull Boxes etc with plate, switches,sockets,screws and covers, Zinc Passivated MS modular boxes (16 gauge sheet construction) of suitable sizes, embedded in wall, concealed and flush with walls including cutting and refilling the chases/ Wall etc and inclusive of 14 SWG bare copper earth conductor for socket outlets as per specifications & direction of Engineer in charge. All Modular type switch & socket shall be of approved make.6 Amp 6 pin socket outlet with 6A switch mounted side by side with 2x2.5 sq.mm PVC copper wire with 14 SWG bare copper earth wire.(Actual nos. shall be decided at site). | 842 | Nos | |
| 302 | 23.07 | Point Wiring : Power Plug Point Supply and Providing Point Wiring system for 16A /6A power plug point with following sizes PVC insulated unsheathed single core multi stranded copper conductor, fire retardant wires of 1100V grade in recessed PVC conduits of required size complete with accessories such as bends,JB,Pull boxes etc with plate switches,sockets,screws and covers, Zinc Passivated MS modular boxes (16 gauge sheet construction) of suitable size, embedded in wall concealed and flush with walls including cutting and refilling the chases/Wall etc, and inclusive of 14SWG bare copper earth conductor for socket outlets as per specifications & direction of Engineer in charge. All modular type switch & socket shall be of approved make.16A, 6 Pin socket outlet with 16A switch mounted side by side with 2x4 sq.mm PVC copper wire with 14 SWG bare copper earth wire as an independent circuit from DB. (Actual nos. shall be decided at site). | 258 | Nos. | |
| 303 | 23.08 | Point Wiring : Secondary Power Plug Point from Primary Power Plug Point Supply and Providing Point Wiring system for 16A /6A power plug point with following sizes PVC insulated unsheathed single core multi stranded copper conductor, fire retardant wires of 1100V grade in recessed PVC conduits of required size complete with accessories such as bends, JB, Pull boxes etc with plate switches, sockets, screws and covers, Zinc Passivated MS modular boxes (16 gauge sheet construction) of suitable size, embedded in wall concealed and flush with walls including cutting and refilling the chases/Wall etc, and inclusive of 14SWG bare copper earth conductor for socket outlets as per specifications & direction of Engineer in charge. All modular type switch & socket shall be of approved make.16A, 6 Pin socket outlet with 16A switch mounted side by side with 2x4 sq.mm PVC copper wire with 14 SWG bare copper earth wire as an independent circuit from DB. Two nos.power plug point shall be looped from one primary plug point. | 254 | Nos. | |
| 304 | 23.09 | Point Wiring : A.C. Point Supply and Providing Point Wiring system for 32A Industrial socket point (A.C. Point) with 2x4 sq.mm PVC insulated copper conductor FRLS cable in recessed PVC conduit along with 1x4 sq.mm. PVC insulated FRLS cable for earthing I/C, Providing & fixing 25A plug & socket unit complete with 32A DP MCB and 32A plug top including GI Box to be mounted on modular plate complete with connections, testing & commissioning etc (separate circuit for each point) . 32A DP MCB with Sockets for 1.5T AC | 221 | Nos. | |
| 305 | 24 | TV Point | |||
| 306 | 24.01 | Supply, providing & drawing point wiring system for co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the surface / recessed in appropriate size of PVC conduit including providing & fixing PVC conduit with accessories such as bends, JB etc. along with TV socket as required. The rate shall include supply and fixing of TV antenna socket outlet (modular type) complete with required size of MS zinc passivated modular box with white inner plate and glossy white outer module plate, modular base, cover plate etc. The rate shall also include cutting and refilling of chases/wall etc, including internal connections as required. All sockets shall be modular type fixed on the modular plate. Make of modular plate, board, switch, socket etc shall be of approved make. | 102 | Nos. | |
| 307 | 25 | Supply, hanging, fixing, connecting of f following single phase exhaust fan with guards/ louvers, along with necessary brackets, all required civil works, making good the walls after fixing the fans etc. 300 mm sweep heavy duty exhaust fan with self opening louvers. | 54 | Nos. | |
| 308 | 25.01 | Supply, hanging, fixing, connecting of f following single phase exhaust fan with guards/ louvers, along with necessary brackets, all required civil works, making good the walls after fixing the fans etc. 450 mm sweep heavy duty Industrial type exhaust fan with self opening louvers. | 16 | Nos. | |
| 309 | 26 | Supply, Innstallation, Testing & Commissioning of Call Bell/Buzzer for single phase , 230 V complete as required | 15 | Nos. | |
| 310 | 27 | Supply, hanging, fixing, connecting ,decorative type, 3-blade ceiling fan including provision of cable/wire from ceiling rose or connector to fan including supply and fixing hexagonal fan hook with 12 mm dia. MS rod bend to shape as reqd. 1400 mm sweep | 131 | Nos. | |
| 311 | 27.01 | Supply, hanging, fixing, connecting ,decorative type, 3-blade ceiling fan including provision of cable/wire from ceiling rose or connector to fan including supply and fixing hexagonal fan hook with 12 mm dia. MS rod bend to shape as reqd. 1200 mm sweep | 34 | Nos. | |
| 312 | 27.02 | Supply, hanging, fixing, connecting ,decorative type, 3-blade ceiling fan including provision of cable/wire from ceiling rose or connector to fan including supply and fixing hexagonal fan hook with 12 mm dia. MS rod bend to shape as reqd. 600 mm sweep | 4 | Nos. | |
| 313 | 28 | Supply, hanging, fixing, connecting of following single phase wall fan , along with necessary brackets, all required civil works, making good the walls after fixing the fans etc. 400 mm sweep heavy duty wall fan with string controlled regulator & rotation. | 280 | Nos. | |
| 314 | 29 | Supply, installation, testing and commissioning of interlocked type switch sockets with matching plugs complete with cable glands, lugs, terminal blocks etc. of following ratings: 63A, 5 pin, 415V (Weather Proof) | 2 | Nos. | |
| 315 | 29.01 | Supply, installation, testing and commissioning of interlocked type switch sockets with matching plugs complete with cable glands, lugs, terminal blocks etc. of following ratings: 25A, 3 pin, 240V | 6 | Nos. | |
| 316 | 30 | EARTHING AND LIGHTNING PROTECTION | |||
| 317 | 30.01 | Supply ,Installation, Testing & Commissioning of 100 NB,3.8 M. Long G.I.pipe Earth Electrode in Earth pit including Earth Bus as per PDS attached with TS Including handling, transportation to Erection site, Excavation of Earth pit in all types of soil, back filling of pit with common salt, charcoal / coke and loose Earth after installation of Electrode there in, removal of surplus Earth away from Erection site, consolidation of loose Earth on back filled pit, making of bricks work, Inspection chamber on back filled pit and cover of RCC ,there of complete with lifting hook, fixing & connecting inside the chamber of G.I. Earth bracket and other accessories of the Earth Electrode, painting of Earth pit No. and Earthing symbol on the cover, supply of salt, charcoal /coke, bricks, sand, cement, stone chips, reinforcement rods, lifting hook, necessary stainless steel hardware, paints etc. all works, labour & materials complete as per Drawings, specifications, code & standards and direction of consultant/owner. | 57 | Nos. | |
| 318 | 30.02 | Supply Installation, Testing & Commissioning of GI earth strip / Wire conductors of following sizes as per PDS attached with TS enclosed in ready made concrete trenches or in floor slits, on brick / concrete wall under concrete floors, or paved areas, across pipe joints and valves, directly buried under ground at depth of 500 mm, including handling, transportation to erection site, bending, straightening, cutting to size, welding together of earth strips in overlapping manner, chipping in concrete floors/ paved areas for laying the earth strips under floors/ paved areas and making good by cement plastering concrete after laying of the strips ; clamping and supporting of earth strips laid above ground, connecting the strips/ wire at both ends to equipment or to earth bus / earth plates or to GI brackets fixed inside earth pit chamber, by bolting etc., Hessian tapes, all necessary GI hardware, GI clamps, civil masonry materials, etc. all work, labour as per specifications, codes and standards and directions of owner/consultant. of Hot Dip Galvanized GI earth strips & GI earth wire (with min. coating 610gm/sq.m) of following sizes: - 75 mm x 10 mm Note: The conductors shall be laid at a minimum depth of 500 mm from ground level. The excavation for the GI earth conductors/ strips shall not be separately measured and the rates quoted to include the same. | 100 | Mtrs | |
| 319 | 30.03 | Supply Installation, Testing & Commissioning of GI earth strip / Wire conductors of following sizes as per PDS attached with TS enclosed in ready made concrete trenches or in floor slits, on brick / concrete wall under concrete floors, or paved areas, across pipe joints and valves, directly buried under ground at depth of 500 mm, including handling, transportation to erection site, bending, straightening, cutting to size, welding together of earth strips in overlapping manner, chipping in concrete floors/ paved areas for laying the earth strips under floors/ paved areas and making good by cement plastering concrete after laying of the strips ; clamping and supporting of earth strips laid above ground, connecting the strips/ wire at both ends to equipment or to earth bus / earth plates or to GI brackets fixed inside earth pit chamber, by bolting etc., Hessian tapes, all necessary GI hardware, GI clamps, civil masonry materials, etc. all work, labour as per specifications, codes and standards and directions of owner/consultant. of Hot Dip Galvanized GI earth strips & GI earth wire (with min. coating 610gm/sq.m) of following sizes: - 50 mm x 6 mm Note: The conductors shall be laid at a minimum depth of 500 mm from ground level. The excavation for the GI earth conductors/ strips shall not be separately measured and the rates quoted to include the same. | 940 | Mtr | |
| 320 | 30.04 | Supply Installation, Testing & Commissioning of GI earth strip / Wire conductors of following sizes as per PDS attached with TS enclosed in ready made concrete trenches or in floor slits, on brick / concrete wall under concrete floors, or paved areas, across pipe joints and valves, directly buried under ground at depth of 500 mm, including handling, transportation to erection site, bending, straightening, cutting to size, welding together of earth strips in overlapping manner, chipping in concrete floors/ paved areas for laying the earth strips under floors/ paved areas and making good by cement plastering concrete after laying of the strips ; clamping and supporting of earth strips laid above ground, connecting the strips/ wire at both ends to equipment or to earth bus / earth plates or to GI brackets fixed inside earth pit chamber, by bolting etc., Hessian tapes, all necessary GI hardware, GI clamps, civil masonry materials, etc. all work, labour as per specifications, codes and standards and directions of owner/consultant. of Hot Dip Galvanized GI earth strips & GI earth wire (with min. coating 610gm/sq.m) of following sizes: - 35 mm x 6 mm Note: The conductors shall be laid at a minimum depth of 500 mm from ground level. The excavation for the GI earth conductors/ strips shall not be separately measured and the rates quoted to include the same. | 900 | Mtrs | |
| 321 | 30.05 | Supply Installation, Testing & Commissioning of GI earth strip / Wire conductors of following sizes as per PDS attached with TS enclosed in ready made concrete trenches or in floor slits, on brick / concrete wall under concrete floors, or paved areas, across pipe joints and valves, directly buried under ground at depth of 500 mm, including handling, transportation to erection site, bending, straightening, cutting to size, welding together of earth strips in overlapping manner, chipping in concrete floors/ paved areas for laying the earth strips under floors/ paved areas and making good by cement plastering concrete after laying of the strips ; clamping and supporting of earth strips laid above ground, connecting the strips/ wire at both ends to equipment or to earth bus / earth plates or to GI brackets fixed inside earth pit chamber, by bolting etc., Hessian tapes, all necessary GI hardware, GI clamps, civil masonry materials, etc. all work, labour as per specifications, codes and standards and directions of owner/consultant. of Hot Dip Galvanized GI earth strips & GI earth wire (with min. coating 610gm/sq.m) of following sizes: - 1Cx16 sq.mm Al cable Unarmoured Note: The conductors shall be laid at a minimum depth of 500 mm from ground level. The excavation for the GI earth conductors/ strips shall not be separately measured and the rates quoted to include the same. | 450 | Mtrs | |
| 322 | 30.06 | Supply Installation, Testing & Commissioning of GI earth strip / Wire conductors of following sizes as per PDS attached with TS enclosed in ready made concrete trenches or in floor slits, on brick / concrete wall under concrete floors, or paved areas, across pipe joints and valves, directly buried under ground at depth of 500 mm, including handling, transportation to erection site, bending, straightening, cutting to size, welding together of earth strips in overlapping manner, chipping in concrete floors/ paved areas for laying the earth strips under floors/ paved areas and making good by cement plastering concrete after laying of the strips ; clamping and supporting of earth strips laid above ground, connecting the strips/ wire at both ends to equipment or to earth bus / earth plates or to GI brackets fixed inside earth pit chamber, by bolting etc., Hessian tapes, all necessary GI hardware, GI clamps, civil masonry materials, etc. all work, labour as per specifications, codes and standards and directions of owner/consultant. of Hot Dip Galvanized GI earth strips & GI earth wire (with min. coating 610gm/sq.m) of following sizes: - 8 SWG Wire Note: The conductors shall be laid at a minimum depth of 500 mm from ground level. The excavation for the GI earth conductors/ strips shall not be separately measured and the rates quoted to include the same. | 1800 | Mtrs | |
| 323 | 30.07 | Supply, Installation & Commissioning of GI Earth Bus bars (size: 390x50x12mm thick) as per PDS attached with TS Including handling, transportation, drilling of necessary holes/enlargement existing holes as required; all associated work for fixing the Bus bars in position e.g. cutting, leveling, aligning, chipping, grouting, welding bolting etc.; making good of broken/chipped portion on walls /columns by cement plastering. Supply of all necessary hardware (GI), paints, civil masonry materials etc. all work, labour complete as per drawings, specifications, codes and standards and directions of consultant /owner. Hot dip galvanized GI earth bus bar of size 390 x 50 x 12 thick (with min. coating 610gm/sq.m of zinc) with fixing materials as per Drawings, specifications, code & standards and direction of consultant/owner. | 20 | Nos. | |
| 324 | 30.08 | Supplying and laying of the stainless steel SS-304 air terminations, base plate & clamping of down Conductor complete with base plate, concrete coping fixing accessories and clamping with down Conductor . | 31 | Nos. | |
| 325 | 31 | CABLES (LT) | |||
| 326 | 31.01 | Supply of 1.1 KV Grade, XLPE Insulated, PVC inner Sheath, Armoured, FRLS PVC outer sheathed cables as specified in Technical Specification Doc. No. PC150-TS-0805. 3.5 x 300 mm2 (Al) | 1600 | Mtrs | |
| 327 | 31.02 | Supply of 1.1 KV Grade, XLPE Insulated, PVC inner Sheath, Armoured, FRLS PVC outer sheathed cables as specified in Technical Specification Doc. No. PC150-TS-0805. 3.5 x 150 mm2 (Al) | 1700 | Mtrs | |
| 328 | 31.03 | Supply of 1.1 KV Grade, XLPE Insulated, PVC inner Sheath, Armoured, FRLS PVC outer sheathed cables as specified in Technical Specification Doc. No. PC150-TS-0805. 3.5 x 95 mm2 (Al) | 650 | Mtrs | |
| 329 | 31.04 | Supply of 1.1 KV Grade, XLPE Insulated, PVC inner Sheath, Armoured, FRLS PVC outer sheathed cables as specified in Technical Specification Doc. No. PC150-TS-0805. 3.5 x 50 mm2 (Al) | 2770 | Mtrs | |
| 330 | 31.05 | Supply of 1.1 KV Grade, XLPE Insulated, PVC inner Sheath, Armoured, FRLS PVC outer sheathed cables as specified in Technical Specification Doc. No. PC150-TS-0805. 3.5 x 25 mm2 (Al) | 940 | Mtrs | |
| 331 | 31.06 | Supply of 1.1 KV Grade, XLPE Insulated, PVC inner Sheath, Armoured, FRLS PVC outer sheathed cables as specified in Technical Specification Doc. No. PC150-TS-0805. 3 C x 6 mm2 (Cu) | 100 | Mtrs | |
| 332 | 31.07 | Supply of 1.1 KV Grade, XLPE Insulated, PVC inner Sheath, Armoured, FRLS PVC outer sheathed cables as specified in Technical Specification Doc. No. PC150-TS-0805. 3 C x 2.5 mm2 (Cu) | 1500 | Mtrs | |
| 333 | 31.08 | Horizontal and vertical laying, testing (before and after laying) and commissioning of following LV Power & Control cables in readymade trenches, on pre-fabricated cable trays / racks, on already installed risers, support hangers, saddles / directly buried up to 1000mm depth etc.etc. pulling through pipes on walls / columns, steel structures including transportation of cable drums from storage yard to the site, unrolling the drum, laying the required length of cables including supply and fixing of necessary saddles, saddle bars, cable tags, Al clamps for cables laid vertical on walls / columns / structures, risers with all labour, consumable materials and necessary hardware to make installation complete in all respect as per approved standard drawings and direction of engineer-in-charge.3.5 x 300 mm2 (Al) | 1600 | Mtrs | |
| 334 | 31.09 | Horizontal and vertical laying, testing (before and after laying) and commissioning of following LV Power & Control cables in readymade trenches, on pre-fabricated cable trays / racks, on already installed risers, support hangers, saddles / directly buried up to 1000mm depth etc.etc. pulling through pipes on walls / columns, steel structures including transportation of cable drums from storage yard to the site, unrolling the drum, laying the required length of cables including supply and fixing of necessary saddles, saddle bars, cable tags, Al clamps for cables laid vertical on walls / columns / structures, risers with all labour, consumable materials and necessary hardware to make installation complete in all respect as per approved standard drawings and direction of engineer-in-charge.3.5 x 150 mm2 (Al) | 1700 | Mtrs | |
| 335 | 31.1 | Horizontal and vertical laying, testing (before and after laying) and commissioning of following LV Power & Control cables in readymade trenches, on pre-fabricated cable trays / racks, on already installed risers, support hangers, saddles / directly buried up to 1000mm depth etc.etc. pulling through pipes on walls / columns, steel structures including transportation of cable drums from storage yard to the site, unrolling the drum, laying the required length of cables including supply and fixing of necessary saddles, saddle bars, cable tags, Al clamps for cables laid vertical on walls / columns / structures, risers with all labour, consumable materials and necessary hardware to make installation complete in all respect as per approved standard drawings and direction of engineer-in-charge.3.5 x 95 mm2 (Al) | 650 | Mtrs | |
| 336 | 31.11 | Horizontal and vertical laying, testing (before and after laying) and commissioning of following LV Power & Control cables in readymade trenches, on pre-fabricated cable trays / racks, on already installed risers, support hangers, saddles / directly buried up to 1000mm depth etc.etc. pulling through pipes on walls / columns, steel structures including transportation of cable drums from storage yard to the site, unrolling the drum, laying the required length of cables including supply and fixing of necessary saddles, saddle bars, cable tags, Al clamps for cables laid vertical on walls / columns / structures, risers with all labour, consumable materials and necessary hardware to make installation complete in all respect as per approved standard drawings and direction of engineer-in-charge.3.5 x 50 mm2 (Al) | 2770 | Mtrs | |
| 337 | 31.12 | Horizontal and vertical laying, testing (before and after laying) and commissioning of following LV Power & Control cables in readymade trenches, on pre-fabricated cable trays / racks, on already installed risers, support hangers, saddles / directly buried up to 1000mm depth etc.etc. pulling through pipes on walls / columns, steel structures including transportation of cable drums from storage yard to the site, unrolling the drum, laying the required length of cables including supply and fixing of necessary saddles, saddle bars, cable tags, Al clamps for cables laid vertical on walls / columns / structures, risers with all labour, consumable materials and necessary hardware to make installation complete in all respect as per approved standard drawings and direction of engineer-in-charge.3.5 x 25 mm2 (Al) | 990 | Mtrs | |
| 338 | 31.13 | Horizontal and vertical laying, testing (before and after laying) and commissioning of following LV Power & Control cables in readymade trenches, on pre-fabricated cable trays / racks, on already installed risers, support hangers, saddles / directly buried up to 1000mm depth etc.etc. pulling through pipes on walls / columns, steel structures including transportation of cable drums from storage yard to the site, unrolling the drum, laying the required length of cables including supply and fixing of necessary saddles, saddle bars, cable tags, Al clamps for cables laid vertical on walls / columns / structures, risers with all labour, consumable materials and necessary hardware to make installation complete in all respect as per approved standard drawings and direction of engineer-in-charge.3 C x 6 mm2 (Cu) | 100 | Mtrs | |
| 339 | 31.14 | Horizontal and vertical laying, testing (before and after laying) and commissioning of following LV Power & Control cables in readymade trenches, on pre-fabricated cable trays / racks, on already installed risers, support hangers, saddles / directly buried up to 1000mm depth etc.etc. pulling through pipes on walls / columns, steel structures including transportation of cable drums from storage yard to the site, unrolling the drum, laying the required length of cables including supply and fixing of necessary saddles, saddle bars, cable tags, Al clamps for cables laid vertical on walls / columns / structures, risers with all labour, consumable materials and necessary hardware to make installation complete in all respect as per approved standard drawings and direction of engineer-in-charge.3 C x 2.5 mm2 (Cu) | 1500 | Mtrs | |
| 340 | 32 | TERMINATION OF CABLES: End termination and subsequent testing of XLPE insulated single core/ multi core armoured cables of 1.1KV grade, Al/ Cu cable., including cable gland, lugs , all labour and consumable materials to make installation complete in all respect. Modification in existing switch board for accommodating the proposed cables. The rate shall include drilling, taping of cable insulation, crimping of lugs to the conductor, connection of the lugs to equipment terminal, supply and fixing of supports & clamps for cables, G.I. nuts, screws, bolts, washers and other necessary hardware, PVC tape of required grade for taping, making cable entries dust and vermin proof, earthing etc. as per instruction of manufacturer, approved drawings, specifications and directions of engineer-in-charge. | |||
| 341 | 32.01 | 1.1 KV grade, XLPE Insulated, PVC inner sheath, armoured, FRLS PVC outer, Stranded Cu/ Al Conductor cables as per IS:7098 (Part-1) of the following size. 3.5 x 300 mm2 (Al) | 4 | Nos. | |
| 342 | 32.02 | 1.1 KV grade, XLPE Insulated, PVC inner sheath, armoured, FRLS PVC outer, Stranded Cu/ Al Conductor cables as per IS:7098 (Part-1) of the following size. 3.5 x 150 mm2 (Al) | 6 | Nos. | |
| 343 | 32.03 | 1.1 KV grade, XLPE Insulated, PVC inner sheath, armoured, FRLS PVC outer, Stranded Cu/ Al Conductor cables as per IS:7098 (Part-1) of the following size. 3.5 x 95 mm2 (Al) | 12 | Nos. | |
| 344 | 32.04 | 1.1 KV grade, XLPE Insulated, PVC inner sheath, armoured, FRLS PVC outer, Stranded Cu/ Al Conductor cables as per IS:7098 (Part-1) of the following size. 3.5 x 50 mm2 (Al) | 62 | Nos. | |
| 345 | 32.05 | 1.1 KV grade, XLPE Insulated, PVC inner sheath, armoured, FRLS PVC outer, Stranded Cu/ Al Conductor cables as per IS:7098 (Part-1) of the following size. 3.5 x 25 mm2 (Al) | 28 | Nos. | |
| 346 | 32.06 | 1.1 KV grade, XLPE Insulated, PVC inner sheath, armoured, FRLS PVC outer, Stranded Cu/ Al Conductor cables as per IS:7098 (Part-1) of the following size. 3 C x 6 mm2 (Cu) | 8 | Nos. | |
| 347 | 32.07 | 1.1 KV grade, XLPE Insulated, PVC inner sheath, armoured, FRLS PVC outer, Stranded Cu/ Al Conductor cables as per IS:7098 (Part-1) of the following size. 3 C x 2.5 mm2 (Cu) | 156.4 | Nos. | |
| 348 | 33 | CABLE ROUTE MARKER | |||
| 349 | 33.01 | Supply, Grouting and Installation of Cable Route Marker of Round shape made of MS of dia. 200mm with suitable engraving as of HT/ LT / Control / Data Cable jointed with angle of 30X30X5 mm grouted in concrete of size 150mm x 150mm x 500mm. | 17 | Nos. | |
| 350 | 34 | Hume Pipe | |||
| 351 | 34.01 | Supply laying of NP2 class 250 mm dia Hume pipe including collars, jointing with stiff mixture of cement mortar in proportion 1:2 including cutting of pipes wherever required | 100 | Mtrs. | |
| 352 | 35 | GI Pipe / HDPE Pipe | |||
| 353 | 35.01 | Supply, laying, installation of medium class GI pipe as per IS:1239 (part-1) of following size. 50 mm NB | 50 | Mtrs | |
| 354 | 35.02 | Supply, laying, installation of medium class GI pipe as per IS:1239 (part-1) of following size.100 mm NB | 120 | Mtrs | |
| 355 | 35.03 | Supply, laying, installation of HDPE Pipe of following size 90/75mm, Wall thickness 3.0 +/- 0.2mm, 90mm OD, Homogenous | 900 | Mtrs. | |
| 356 | 36 | EXCAVATION AND BACK FILLING | |||
| 357 | 36.01 | Excavation and back filling of trenches for cables and earth strips etc. following types of soil except rocks for a maximum depth of 1.25 m for cables / 0.6 mtr. for earth strips including shoring, strutting, dewatering, consolidation and disposal of surplus earth upto100 m leads including all labour and materials to complete installation in all respect. Soft soil | 1000 | CuM | |
| 358 | 36.02 | Excavation and back filling of trenches for cables and earth strips etc. following types of soil except rocks for a maximum depth of 1.25 m for cables / 0.6 mtr. for earth strips including shoring, strutting, dewatering, consolidation and disposal of surplus earth upto100 m leads including all labour and materials to complete installation in all respect. Back filling with excavated earth in trench including consolidating each deposited layer by ramming, dressing etc. | 860 | CuM | |
| 359 | 37 | FINE RIVER SAND | |||
| 360 | 37.01 | Supply & Spreading of approved fine river sand in cable trenches up to a depth of 250 mm (100 mm below the centre line of cable and 150 mm above cable the centre line of cable) including all labour and materials to make the installation complete in all respect as per approved drawings, specifications and directions of engineer-in-charge. | 63 | CuM | |
| 361 | 38 | BRICKS | |||
| 362 | 38.01 | Supply & Spreading of approved first class bricks of dimension 230mmx115mmx75mm in cable trenches for cable protection including all labour and materials to make installation complete in all respect. | 34800 | Nos. | |
| 363 | 39 | SAFETY EQUIPMENT | |||
| 364 | 39.01 | Supplying and installing the following including the supply of necessary clamps, raw plugs etc., breaking the walls if required and making good the walls after completion of work, including all materials and labour etc. and as per site instructions. CO2 type fire extinguishers (4.5 Lt capacity) with horn type (with handle) outlet | 18 | Nos. | |
| 365 | 39.02 | Vitreous enamel caution boards (HINDI/ ENGLISH/ODIYA) as per IS 2551 including fixing on the wall with all required hardware etc. complete. 440 V | 3 | Nos. | |
| 366 | 39.03 | Supply of fire retardant / extinguishing Elect. Insulated Synthetic Mat suitable for all voltages not exceeding 11 KV System (with H.T. Trolley movement) Electrically insulated PVC synthetic sheet along with suitable Resin/ Chemical bound (Hardener)/ Adhesive /Pigment/ PVC Strip etc & having minimum current leakage as per IS with dielectric strength test at 22KV, breakdown strength of 45KV and without adverse effect of mineral oil, high insulation resistance (min. 600 Mega ohm per Km.) including material for water proofing of floor & sealing of all joints having Min. width of 1000 mm ± 20mm. Mats shall conform to BIS: DOC NO. ET-02 (5440) Dt.30/04/04, meet requirements of IS 15652:2006, 5216 (part-1, 2&3), IS 8437, IS 3043 & IEC 479 Pub-1 & tested for Tensile/ Elongation properties, Insulation Resistance, effects of Acid Alkaline Diesel & Transformer Oil, Leakage Current Test, Fire Test etc.Up to 3.3KV Voltage grade having nominal thickness of 2.0mm ± 10% | 18 | Mtrs. | |
| 367 | 39.04 | 4 Nos. round bottom sand buckets with handle on floor mounted stand. The buckets to be marked "FIRE" in ENGLISH/ HINDI including supply and fixing with necessary clamps, bolts and all other hardware as required. | 2 | Set | |
| 368 | 39.05 | First aid boxes with necessary medicine on suitable wall mounting stands. | 3 | Nos. | |
| 369 | 39.06 | Shock treatment chart conforming to Indian Electricity Rules in Aluminum frame with glass. | 2 | Nos. | |
| 370 | 39.07 | Do & Don’t chart as per Indian Electricity Rules in Aluminum frame with glass. | 2 | Nos. | |
| 371 | 39.08 | Exit Route / Emergency Exit Route Signage. | 2 | Nos. | |
| 372 | 40 | STRUCTURAL STEEL | |||
| 373 | 40.01 | Supply, Fabrication and installation of MS frame supports and brackets base frame, hanger, risers, clamps, etc. for different electrical equipment as and where required. The job will include cutting, drilling, welding, reverting, bolting, grouting etc steel structural with a coat of epoxy primer and two coats of epoxy paint including supply of all consumable necessary hardware, paints etc.of various size of steel structure as required at set. | 2 | Ton | |
| 374 | 41 | Item wise unit prices of following spares for two years operation and maintenance: | |||
| 375 | 41.01 | LV Switchboards :MCCB / RCCB/ MCB - 4 P MCCB 250 A | 1 | Nos. | |
| 376 | 41.02 | LV Switchboards :MCCB / RCCB/ MCB - 4 P MCCB 160 A | 1 | Nos. | |
| 377 | 41.03 | LV Switchboards :MCCB / RCCB/ MCB - 4 P MCCB 63 A | 3 | Nos. | |
| 378 | 41.04 | LV Switchboards :MCCB / RCCB/ MCB - DP RCBO 63 A | 4 | Nos. | |
| 379 | 41.05 | LV Switchboards :MCCB / RCCB/ MCB - DP MCB, 16 A | 6 | Nos. | |
| 380 | 41.06 | LV Switchboards :MCCB / RCCB/ MCB - DP MCB, 32 A | 4 | Nos. | |
| 381 | 42 | PLANT LIGHTING POLES | |||
| 382 | 42.01 | Supply & fixing of hot dip galvanized MS tubular swaged lighting poles of following types suitable for wind velocity of 150 Km/Hr and along with suitable pole junction box.5M high ground mounted poles | 55 | Nos. | |
| 383 | 43 | CABLE TRAYS (PREFABRICATED LADDER TYPE GI CABLE TRAYS) & ACCESSORIES : Supply, installation & fixing of prefabricated ladder GI cable trays and their accessories i.e. supply of all hardware required i.e. J-hooks, GI Nut, Bolt, Washers,coupling plate etc. of width 150 mm, 300 mm, 450 mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc. as per drawings, specification and directions of Site Engineer / Engineer-in-Charge.The rates shall be valid for all mounting heights | |||
| 384 | 43.01 | Straight Run Cable Trays -600mm wide | 10 | Mtrs. | |
| 385 | 43.02 | Horizontal Bends- 600mm wide | 1 | Nos. | |
| 386 | 43.03 | Vertical Inside Bends - 600 mm wide | 1 | Nos. | |
| 387 | 44 | LAN & EPABX WORKS (PART - III) | |||
| 388 | 45 | FOR BUILDINGS AND STRUCTURES | |||
| 389 | 45.01 | Supply,Laying/Erection of 1/2" PVC CONDUIT PIPE | 964 | Mtrs. | |
| 390 | 45.02 | Supply,Laying/Erection of 1" CONDUIT PIPE(6KG/CM2 WORKING PRESSURE ) | 1514 | Mtrs. | |
| 391 | 45.03 | Supply,Laying/Erection of 2" CONDUIT PIPE(6KG/CM2 WORKING PRESSURE ) | 1984 | Mtrs. | |
| 392 | 45.04 | Supply,Laying/Erection of 4 x 4" PVC BOX | 312 | Nos. |
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