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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 19-07-2023 | Corrigendum 2 | Other | 31-07-2023 |
| 2 | 12-07-2023 | Corrigendum 1 | Date | 31-07-2023 |
| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 3m above ground level and whereever required and as directed by Engineer-In-Charge and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete |
| 2 | Removing of Trees and replanting in the designated area as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete |
| 3 | Removing of Lamp post from the site and stacking in the designated area as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete |
| 4 | Removing of existing Concertina coil with MS angle support above the RR Mansory compound wall and disposing the unwanted item from the site to a lead of 5 km as directed by Engineer-In-Charge including all labour, tools etc., all complete. |
| 5 | Demoilation of existing RR mansory compoud wall and disposing the unwanted item from the site to a lead of 10 km as directed by Engineer-In-Charge including all labour, tools etc., all complete. |
| 6 | Removal of existing Bitumen road layer and disposal of the same from the site to a lead of 10 km as directed by Engineer-In-Charge including all labour, tools etc., all complete. |
| 7 | Removing of existing 40\" container and shifting and re fixing the same in position as directed by Engineer-In-Charge including all labour, Machines, tools etc., all complete. |
| 8 | Site grading by cutting the soil heaps and filling the earth in low level areas mechanically by using excavator and loader/tipper within a lead of 1km all complete and as directed by Engineer-In-Charge including all labour, tools etc., all complete.Note: The Site grading area will be measured excluding the area of the building. |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 10 | Extra for excavating foundation trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre). |
| 11 | Filing in Foundations and Basement Filling: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 12 | Quarry Dust or Crushed stone aggregate Filling : Supplying and filling in isolated foundations and the area wherever required below ground level and sides of the foundation and walls with Quary dust in layers not exceeding150 mm thick, including well watered and compacting, levelling,etc. complete, and as directed. |
| 13 | PCC: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : all as per specifications an as directed including cost of all labour, materials, tools, equipment, brushes etc complete. 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 14 | PCC:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : all as per specifications an as directed including cost of all labour, materials, tools, equipment, brushes etc complete.1:2:4 (1 Cement : 2 crushed stone aggregate : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 15 | PCC:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : all as per specifications an as directed including cost of all labour, materials, tools, equipment, brushes etc complete.1:4:8 (1 Cement : 4 crushed stone aggregate : 8 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 16 | Random rubble masonry with hard blue granite stone with cement mortar 1 : 6 (1Cement : 6 Coarse river sand) as per drawing, technical specification or as directed at site including providing necessary bound stones as per relevant IS including transportation, placing, centring with all lead, lift, labours, tools,plant, equipment etc all complete. |
| 17 | Supplying and fabricating MS angle 50 x 50 x 6mm for fencing post and MS Gate as per the drawing and /or as directed at site including painting the members with one coat of zinc chromate all as per specifications an as directed including cost of all labour, materials, tools, equipment, brushes etc complete.Note :- In case the specified M. S section is not available in market, the nearest alternative section may be used with the approval of the KPL or his representative. |
| 18 | Providing and fixing concertina coil fencing with 900mm dia (having 15 Nos round per 6 metre length) over the perimeter wall of height about 3.30 m with “Y” shaped MS angle fixed at an interval of 2.4 m and with 9 horizontal R.B.T stud tied with G.I staples and G.I clips to retains horizontal including providing necessary bolts or G.I binding wire tied with angle as per drawing and/or as directed at site including cost of all materials , labour, transport, tools and plants complete (cost of M.S. angle ,concrete for embedment shall be paid separately in the repective BoQ items) |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete all as per specifications an as directed including cost of all labour, materials, tools, equipment, brushes etc complete. |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for the below:all as per specifications an as directed including cost of all labour, materials, tools, equipment, brushes etc complete. |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 22 | Roof slabs, Suspended floors, roofs, landings, balconies and access platform |
| 23 | Beams, Lintels, girders, bressumers and cantilevers |
| 24 | Staircase (excluding landings) |
| 25 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 26 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 28 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 5 in superstructure above plinth level up to floor V level inall shapes and sizes in Cement mortar 1:6 (1 cement : 6 parts of crushed stone aggregate) |
| 29 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 5 in foundation and below plinth level inall shapes and sizes in Cement mortar 1:6 (1 cement : 6 parts of crushed stone aggregate) |
| 30 | Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 5 in superstructure above plinth level up to floorV level.of class designation 5 in superstructure above plinth level up to floorV level. (115mm thick) in Cement mortar 1:4 (1 cement : 4 parts of crushed stone aggregate) |
| 31 | Providing & applying 12 mm thick cement plaster in CM 1:4 (1 part of cement: 4 parts of crushed stone aggregate) to walls internally in single coat at all levels to correct line and level including chicken wire mesh at all joints of brick and concrete surfaces, scaffolding, rounding off or champhering of corners, offsets, fin/ bands, projections, etc. and cleaning of surface, raking out joints, roughening of surface,chiselling the undulated surface wherever necessary and curing, etc., all materials and labour complete in all respects including all lead, lift and descent andcomplete complying withspecifications and as instructed by the Engineer in charge. |
| 32 | Cement Plaster in crushed stone aggregate - 20mm cement plaster of mix 1:4 (1 part of cement: 4 parts of crushed stone aggregate) |
| 33 | Providing cement plaster for the ceiling of roof slabs, beams and columns with 10mm thick cement mortar 1:3 (1 part of cement: 3 parts of crushed stone aggregate)including hacking and preparing the surface, scaffolding, finishing, curing all complete as per drawings and specifications and as directed by the Engineer. |
| 34 | Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete(weathering course for terrace) |
| 35 | Providing and laying damp-proof course 50mm thick with cementconcrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived fromnatural sources). |
| 36 | Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water -proofing compound confirming to IS 2645 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 slabsand as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete (c) After two days of proper curing applying a secound coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. 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 and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete With average thickness of 120 mm and minimum thickness at khurras point.(Brand - FOSROC/ SIKKA) |
| 37 | Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water -proofing compound confirming to IS 2645 including cleaning the surface before treatment,(b) After two days of proper curing applying a secound coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. 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. (c) The whole area 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 and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete(Brand - FOSROC/ SIKKA) |
| 38 | Providingplaster drip course/groove in plastered surface or moulding to R.C.C projections as per direction of Engineer-In charge and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete |
| 39 | Providing Plastering mortar band of 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 parts of crushed stone aggregate) Moulded Band as per Architectural drawings and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete |
| 40 | DOORS, WINDOWS & GRILLS : Providing and fixing in position First class country wood (padauk)wrought main frames for door frames with necessary M.S. hold fasts / clamps fixed suitably to the masonry / concrete including cutting pockets and grouting with P.C.C. 1:3:6 (1 cement : 3 coarse river sand : 6 hard granite graded stone aggregate of 20mm nominal size) in volumetric proportions, curing including painting with one coat of boiling coal tar paint on the portions of the timber abutting against masonry / concrete all as shown in the drawing and as directed including cement and all other materials, labour, tools, equipment, etc., complete. |
| 41 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shuttersand as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (single leaf) |
| 42 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete35 mm thick including stainless steel butt hinges wirh necessary screws (single leaf) |
| 43 | Providing and fixing Second class teak wood glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. (Second class teak wood of 35mm thk shutter) |
| 44 | Providing and fixing M.S. grills of required pattern in frames of windows/openings 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.and where ever required as directed by the Enginner -In chargeand as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete |
| 45 | Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforcedwith 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDMgasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this accountshall be made.Note: For uPVC frame, sash and mullion extruded profiles minus 5%tolerance in dimension i.e. in depth & width of profile shall be acceptable. Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. |
| 46 | Providing and fixing factory made uPVC white colour sliding glazed windowupto 1.50 m in height dimension comprising of uPVC multi-chamberedframe with in-built roller track and sash extruded profiles duly reinforcedwith 1.60 ± 0.2 mm thick galvanized mild steel section made from rollforming process of required length (shape & size according to uPVCprofile), appropriate dimension of uPVC extruded glazing beads anduPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (whitepowder coated) touch locks with hook, zinc alloy body with single nylonrollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mmsize for fixing frame to finished wall and necessary stainless steel screwsetc. Profile of frame & sash shall be mitred cut and fusion welded at allcorners, including drilling of holes for fixing hardware\"s and drainage ofwater etc. After fixing frame the gap between frame and adjacent finishedwall shall be filled with weather proof silicon sealent over backer rod ofrequired size and of approved quality, all complete as per approveddrawing & direction of Engineer-in-Charge. (Single / double glass panes,wire mesh and silicon sealent shall be paid separately). Variation inprofile dimension in higher side shall be accepted but no extra paymenton this account shall be made.Note: For uPVC frame and sash extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. Three track three panels sliding window made of (big series)frame 116 x 45 mm & sash 46 x 62 mm both having wallthickness of 2.3 ± 0.2 mm and single glazing bead / doubleglazing bead of appropriate dimension. |
| 47 | Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Note: For uPVC frame, sash and mullion extruded profiles minus 5%tolerancein dimension i.e. in depth & width of profile shall be acceptable. Casement cum fixed panel window having both end singlecasement panel, middle fixed panels and at top completelyfixed ventilator with S.S friction hinges (350 x 19 x 1.9)made of (big series) frame 67 x 60 mm , sash 67 x 80 mm& mullion 67 x 80 mm all having wall thickness of 2.3 ± 0.2mm and single glazing bead/double glazing bead ofappropriate dimension. |
| 48 | Providing of Float glass panes of nominal thickness 5 mm (weight not less than 12.50 kg/sqm) sqm |
| 49 | Applying Weather/structural non sag elastomeric PU sealant (600ml Sausage)for joints in RCC/ Brick/ Stone/ wood/ Ceramic/ Gypsum/ Alluminiumwork complying to ASTM C920, DIN 18540-F & ISO 11600 |
| 50 | Providing and fixing bright finished brass tower bolts (barrel type) withnecessary screws etc. complete : 250x10 mm each |
| 51 | Providing and fixing bright finished brass door latch with necessary screwsetc. complete : 300x16x5 mm |
| 52 | Providing and fixing bright finished brass 100 mm mortice latch and lockwith 6 levers and a pair of lever handles of approved quality with necessaryscrews etc. complete. |
| 53 | Providing and fixing bright finished brass 100 mm mortice latch with onedead bolt and a pair of lever handles of approved quality with necessaryscrews etc. complete. |
| 54 | Providing and fixing bright finished brass hanging type floor doorstopper with necessary screws, etc. complete. |
| 55 | Providing and fixing aluminium extruded section body tubular typeuniversal hydraulic door closer (having brand logo with ISi, IS : 3564,embossed on the body, door weight upto 36 kg to 80 kg and door widthfrom 701 mm to 1000 mm), with double speed adjustment with necessaryaccessories and screws etc. complete. |
| 56 | TILES :Providing and laying Vitrified tiles in floor in different sizes (thickness tobe specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement:4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. |
| 57 | Size of Tile 800 x 800 mm OR 1200X 600 OR 600X600(Basic cost of Tile - Rs.90) |
| 58 | Providing and laying Vitrified tiles in different sizes (thickness to bespecified by manufacturer), with water absorption less than 0.08 % andconforming to I.S. 15622, of approved make, in all colours & shade, inskirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joint with white cement & matching pigmentsetc. complete. (Size of Tile 800x800 mm or 600mmx600mm ). |
| 59 | Providing and laying Ceramic glazed floor tiles (thickness to be specified by the manufacturer) of Ist quality for wall dadoing conforming to IS :15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown, laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete where ever required and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete. |
| 60 | Size of Tile 300 x 300 mm (Basic cost of Tile - Rs.50) |
| 61 | Size of Tile 600 x 300 mm(Basic cost of Tile - Rs.60) |
| 62 | Providing Kota stone slabs/ Granite of 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 where ever requiredand as directed by Engineer-In-Charge including all labour,materials, tools etc., all complete.(Basic cost of Granite- Rs.110) |
| 63 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors at substation building as per direction of the Enginner-In charge. (40mm wide and 4mm thick) |
| 64 | Providing and laying flamed finish Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and asdirected by the Engineer-in-Charge :Flamed finish granite stone slab Jet Black, Cherry Red, EliteBrown, Cat Eye or equivalent. -(Basic cost of Granite - Rs.150) |
| 65 | Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 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. completeat all levels. (Basic cost of Granite - Rs.150) |
| 66 | Providing Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete as per drawing and specification( 40 mm thick with 20 mm nominal size stone aggregate) |
| 67 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal sizestone aggregate and base course and filling with 150 mm thick jamunasand, including spreading, well ramming, consolidating and finishingsmooth etc. all complete as per direction of Engineer-in-charge.(Basic cost of Tile - Rs.65) |
| 68 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways 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 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. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 69 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1Cement : 3 crushed stone aggregate), including the cost of required centering, shuttering complete with CC 1:1½:3 (1 Cement: 1½ crushed stone aggregate : 3 graded stone aggregate 20 mm nominal size) whereever required as per drawing and specification all complete. |
| 70 | Providing and laying Granular Sub-base (GSB) layer of 250 mm compacted thickness on the prepared sub grade with approved granular materials of minimum CBR value 30 grading conforming to Table 400-1 of MOST including screening, spreading in uniform layer with Motor grader, watering and premixing at optimum moisture content, compacting with Power and Vibratory Rollers of 80 to 100KN static weight to not less than 98% of the maximum laboratory dry density as per IS: 2720 (part 8) and fine dressing to required grade and cross slope as shown on the Drawing or as directed by the Engineer, including obtaining and transporting all materials from approved quarry site to work site with all lifts and lead by Mechanical Transport, head load or any other mode of transportation, including labour, tools, equipment, safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 401of MoRT&H and as directed at Site including all materials, labour, tools, equipment, machinery. fuel etc., complete. |
| 71 | Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) to Wet Mix Macadam (WMM) of 200mm Thick specification including premixing the materials with water at OMC for all leads & lifts, laying in uniform layers with mechanical paver finishers in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete all as per drawing and specifications and as directed by Engineer-in-charge including all materials, tools, etc. all complete. |
| 72 | PAINTING:Providing and applying wall putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. where ever required and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete |
| 73 | Applying priming coats with primer of approved brand andmanufacture, having low VOC (Volatile Organic Compound ) content with water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. |
| 74 | Providing and applying priming coats with primer of approved brand andmanufacture, having low VOC (Volatile Organic Compound ) content with ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre sqm 61.45 |
| 75 | Applying priming coat with ready mixed red oxide zinc chromate primer including second coat of approved brand and manufacture on steel galvanised iron/steel works where ever required and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete |
| 76 | ApplyingWall painting with premium acrylic emulsion paint of interior grade,having VOC (Volatile Organic Compound ) content less than 50grams/ litre of approved brand and manufacture, including applyingadditional coats wherever required to achieve even shade and colour.(Two coats) and where ever required and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete |
| 77 | Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade :Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand andmanufacture and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete |
| 78 | Providing and applying white washing with lime even shade three coats in wall surface and where ever required and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete |
| 79 | \"Providing and applying ready mixed (oil bound washable distemper / Acrylic distemper) of approved manufacturer of required shade of 2 (two) coats over one coat of primer wherever required and as directed by the Engineer-in-charge including all labour, material, tools, scaffolding, etc. Complete. |
| 80 | Applying wall painting with Premium Acrylic Smooth exterior paint withSilicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 81 | Painting exterior surface with TEXTURED exterior paintof required shade as per manufacturer\"s specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:On new work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm where ever required and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete |
| 82 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos.2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface again fine wet rubbed smooth, which is further allowedto dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. - PARITION & DOORS |
| 83 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides , ball bearing and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. (80x1.25mm MS lath with 1.25mm thick top cover) where ever requiredand as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete |
| 84 | Providing & fixing colour coated Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of bare metal thickness 0.50mm as per ASTM A446 having yield stress of 550mpa, surface shall have hot dip metallic coating of Aluminium Zinc alloy comprising of 55% aluminium, 43.5% zinc & 1.5% silicon, with 5-7 micron epoxy primer and polyester top coat of 15-18 micron on both sides,total coated thickness(TCT) of 0.58mm. Sheet shall have protective guard film of 25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 8.6 m or as desired by Engineer-in-charge. The fixing of sheet shall be complete as per manufacturer\"s specification including provision of Clip, washer, bolts, nuts, self drilling high grip screws with integral washeras necessary for fixing all complete as directed & instructed by CONSULTANT / KPL Engineer. The item also includes supply and fixing of Polycarbonate Translucent sheet of 2 mm thk having top surface plain & bottom surface textured and profile compatible with Zincalume /galvalume sheet with all accessories. The area of Polycarbonate Translucent sheet will be approx. @ of 5% of total covered area for lighting in both roofing & Cladding in matching profile of galvalume sheet as decided by KPL. |
| 85 | Supply, fabrication, transporting, assembling & erecting in place, the MS Structure including all columns, rafters, purlins, portals, trusses, beams, plates, sag rods, canopy, Entry & exut Gates etc., with all primary & secondary structural members, etc complete for shed having dimension of 30m x 6m and canopies as per drawing. All fasteners to be used for fitting the roof and holding surface should be of non rusting coated. This item also includes Design, Preparation and submission of design details, detailed fabrication drawings. The design and drawings to be provided as per the IS norms in applicable zone and shall be submitted to KPL/ consultant for their approval. The job also includes providing monkey ladder in approved design, section thickness for safe access to roof. steel grade E350A, conforming to IS-2062. |
| 86 | Supply, fabrication, transporting, assembling & erecting in place, the 3\" dia MS pipe Structure including all plates, sag rods etc., with allstructural members, etc complete as per drawing. All fasteners to be used for fitting the roof and holding surface should be of non rusting coated. (MS Pergola) |
| 87 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm drybrick honey comb shaft with bricks and S.W. drain pipe 100 mmdiameter, 1.8 m long complete as per standard design.19.32.1 With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 |
| 88 | Providing and Fixing of 2\" Dia, SS-304 Handrail with fabricated items for Staircase, Ramp and whereever required as directed at site like Connectors, floor plate, mid rail including all anchors, fasteners, hardware, and accessories necessary to complete work and as directed by the KPL Engineer. |
| 89 | Providing and Fixing of 1\" Dia, SS-304 Handrail with fabricated items for Staircase, Ramp and whereever required as directed at site like Connectors, floor plate, mid rail including all anchors, fasteners, hardware, and accessories necessary to complete work and as directed by the KPL Engineer. |
| 90 | Transportation of Earth or Debris with 5km lead from the site including loading & unloading and all leads etc. as per the instruction of KPL Site engineer. |
| 91 | Providing and laying Non-pressure NP2 classR.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 |
| 92 | 150 mm dia. R.C.C. pipe30 Rmt ofRs.950/- |
| 93 | 250 mm dia. R.C.C. pipe 30 RmtofRs.1583/- |
| 94 | 300 mm dia. R.C.C. pipe 30 RmtofRs.1900/- |
| 95 | 450 mm dia. R.C.C. pipe 30 RmtofRs.2850/- |
| 96 | 600 mm dia. R.C.C. pipe 30 RmtofRs.3500 |
| 97 | Antitermite Treatment for flooring/Foundations and whereever required as directed by Engineer In charge. |
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