Expansion Of Bpcl Bina Refinery Township Located At Bina, District Sagar, Madhya Pradesh-Civil Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height 1 m above ground level and removal of rubbish & unservicable outside the periphery of the area cleared as per instruction of EIC. Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots stacking of serviceable material and disposal of unserviceable material at designated place as per instruction of EIC beyond 30 cm girth up to and including 60 cm girth beyond 60 cm girth up to and including 120 cm girth Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specifications for a depth upto 3.0 m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specifications for a depth beyond 3.0m and up to & inclusive depth of 6.0 m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCK as classified in specifications for a depth upto 3.0 including removal of vegetation,shrubs and debris, cutting , chiselling and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth beyond 3.0m and upto & inclusive of 6.0m including removal of vegetation, shrubs and debris, cutting, chiselling and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. Earth work in EXCAVATION below ground level for all kinds of works in HARD ROCKS as classified in specification for a depth upto 3.0 m by CHISELLING (pneumatic by mechanical means), wedging or any other agreed methods (where blasting is prohibited for any reason or as decided) including all related works, all equipments required for chiselling, and cutting upto required levels, dressing and trimming sides, levelling and grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. all complete as directed including providing temporary supports to existing service lines like waterpipes, sewage pipes, electric overhead and underground cables etc. all complete. Earth work in EXCAVATION below ground level for all kinds of works in HARD ROCKS as classified in specification for a depth beyond 3.0m and upto & inclusive of 6.0m by CHISELLING (pneumatic or manual), wedging or any other agreed methods (where blasting is prohibited for any reason or as decided) including all related works, all equipments required for chiselling, and cutting upto required levels, dressing and trimming of sides, levelling and grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. all complete as directed including providing temporary supports to existing service lines like waterpipes, sewage pipes, electric overhead and underground cables etc. all complete. Earthwork in EXCAVATION below ground level for all kinds of works by Non- Explosive Blasting methods in Hard Rocks as per specification , for any depth including all related work for non-explosive blasting such as drilling, supplying, storage, mixing & filling of drilled holes with non-explosive demolition agents/ blasting chemicals making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete. Earthwork in filling with approved soft rock for all heights and depths for any lead within the township boundary premises and for general site grading or at any other place, as directed by EIC to proper level, grade and camber with available excavated soft rock deposited earlier within premises, including, re-excavating the soft rock excavated earlier including clearing and stripping as per specifications, spreading in layers not exceeding 30cm loose thickness, filling voids with smaller size material to ensure well graded and compacted fill, watering, ramming and compacting with power rollers to give required compaction, dressing, levelling, testing, including disposing the unserviceable materials anywhere in township boundary limit as per directions of the Engineer-in-Charge. BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps within a LEAD OF 100M, including re- excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. Transporting and disposing of SURPLUS EARTH/DEBRIS & ROCK MATERIAL including shrubs and vegetations from construction area beyond the initial LEAD OF 100M AND UPTO & INCLUSIVE OF 1.0 KM including re-excavating the deposited earth/debris/rock material excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the material is transported and where it is deposited) to required levels and slopes complete with all lifts as directed by EIC. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids for earth/debris & 50% for voids for rock material). Transporting and disposing of SURPLUS EARTH/DEBRIS & ROCK MATERIAL including shrubs and vegetations from construction area beyond the initial LEAD OF 1.0 KM AND UPTO & INCLUSIVE OF 2.0 KM including re-excavating the deposited earth/debris/rock material excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the material is transported and where it is deposited) to required levels and slopes complete with all lifts as directed by EIC. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids for earth/debris & 50% for voids for rock material). Transporting and disposing of SURPLUS EARTH/DEBRIS & ROCK MATERIAL including shrubs and vegetations from construction area beyond the initial LEAD OF 2.0 KM AND UPTO & INCLUSIVE OF 3.0 KM including re-excavating the deposited earth/debris/rock material excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the material is transported and where it is deposited) to required levels and slopes complete with all lifts as directed by EIC. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids for earth/debris & 50% for voids for rock material). Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete.With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) Preconstruction antitermite treatment to the building under construction by providing. Stage 1: Treating the bottom and the sides (upto 30 cm height of the excavated trench @ 5 liters per sqm of the surface area. Stage 2: After masonry/RCC work, the backfill in the immediate contact with the foundation structure treatment @ 7.5 liters per sqm. Of the vertical surface of the substructure for each side. Stage 3: surface treatment by spreading emulsion over the plinth area before laying the base concrete under floors @ 5.0 litres/Sqm. Stage 4: Pumping the emulsion in plinth masonry on filling side at floor junction @ 7.5 litres/Sqm. Stage 5: Pumping the emulsion from outer side of the plinth below ground around the masonry @ 5.0 litres/Sqm as per I.S. 8944 Emulsion. (1Chlorpyrifos: 19 water) with five years service guarantee (Measurements to be taken for plinth area) 16.1 Note – Treatment should start when foundation trenches and pits are ready to take bed concrete or leveling course in foundations. Lying of bed concrete should start when the chemical emulsion has been absorbed by the soil and the surface is reasonably dry. Treatment should not be carried out when it is raining or when soil is wet with rain or subsoil water. This also applies to fill up soil within the plinth area before laying the subgrade for flooring. RUBBLE SOLING SUB-GRADE: Providing and laying minimum 200 mm thick dry rubble packing as per specifications in plinth flooring, foundation trenches, ramps and all areas and levels as directed including packing with smaller stones of 65 mm & 40 mm to be made from the stone available in Township complex including handling, sizing, transportation etc. Chips in voids and bonded with stone grit fine aggregate. The rate to include watering, consolidating by manual tamping as directed by EIC etc. all complete including supply stone grit & fine aggregate. Providing, mixing and laying in position of PCC for any thickness below footings, plinth beams, foundation, trenches, pits and sumps, floor bedding, plinth protection including all centering, shuttering, supports, curing and compaction etc. for all works as directed Engineer-In-Charge. Aggregate sizing to be 40mm and down only. All material including cement supplied by contractor. 18.1 M-10 Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) 18.2 M-15 - Grade concrete Providing and laying 40mm thick DAMP PROOF COURSE with plain cement concrete of 1:2:4 (1 cement: 2 sand: 4: graded stone aggregate 12.5 mm nominal size) and mixing integral water proofing compound ( conforming to IS: 2645) as per manufacturers specifications, applying two coats of hot Bitumen (Grade VG10 conforming to IS: 73) @ 1.7kg/sq.m for each coat, on top surface as per specifications including cleaning, watering the top surface of walls, centering, shuttering, placing, tamping, curing, sprinkling an even layer of dry and sharp sand over the hot bitumen etc. all completed as specified and directed by EIC 20 Providing and laying plinth protection 50mm thick of cement concrete grade M15 over 75mm bed of dry metal ballast 40mm nominal size well rammed and consolidated and filled with sand including finishing the top smooth (with 20mm nominal size graded stone aggregate.) 21 Providing and fixing precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. concrete grade M20 graded stone aggregate 20mm nominal size) (Cost of reinforcement steel will be paid in relevant item.) 22 Labour charge for Trimix vacuum dewatering process for concrete and cost of fixing, removing of “C” Channel formwork including using vacuum dewatering machine finished as directed including light brooming and curing including making construction joint by cutting of joint of by using of concrete cutter machine. 22.1 For 100 mm thickness. 22.2 For 150 mm thickness. 23 HDPE FILM-Providing and laying HDPE Film 50 Micron Thick below floors concrete as per the directions of Engineer in charge including necessary over laps. 24 Providing and fixing C class G.I. pipe Sleeve for telephone or electric cable through floor, brick masonry or concrete including fixing in beams or making holes for inserting the same in walls and making good the walls and making good the walls after fixing etc. 24.1 50 mm NB 24.2 80 mm NB 24.3 100 mm NB 25 Providing and fixing CENTERING AND SHUTTERING including strutting, propping etc. and removal of form work for: 25.1 Foundations, Footings, Columns, Walls, Beams etc. for concrete up to Plinth Level 26 Providing and fixing CENTERING AND SHUTTERING including strutting, propping, bracing etc. all complete and removal of form work above Plinth Level (Super structure) at all levels in any size & shape as per requirement 26.1 Suspended Floors, Roofs, Slab, Landings, Balconies, Lintels, Beams, Girders, Bressummers and Cantilevers, Shelves, Stairs, Arches, Domes, Vaults, Vertical and horizontal fins individually or forming Box Louvers band, Facias and Eaves boards, Circular form work or any other geometrical shape, Cornices and mouldings, Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters, Weather shade, Chajjas, corbels etc. including Edges, landings, spiral- Staircases, Walls and access platforms. 26.2 Columns, Pillars, Piers, Abutments, Posts and Struts at all levels 27 Supplying and placing in position HIGH YEILD-STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe500D TMT conforming to IS:1786, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) 27.1 Thermo-Mechanically Treated bars. FE 500 D or more conforming to IS 1786 (as approved by EIC) at all lead, lift & level. 28 Providing for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 28.1 Preparation of grooves 28.2 Preparation of Drip course 29 Supplying and laying in position machine batched, machine mixed cement concrete (BMC) of M-20 grade for reinforced cement concrete work using cement content as per approved mix design including use of admixtures in recommended proportions as per IS 9103 to accelerate/retard setting, improve workability of concrete without impairing strength and durability as per direction of Engineer-in charge, transporting, laying and pumping to site & laying of concrete at required location and finishing, compating by mechanical means & curing all complete, but excluding the cost of centering, shuttering, and reinforcement. (Note: - Minimum cement content is 320 kg/cum) and no extra payment for extra cement used as per mix design. All material including cement supplied by contractor. 29.1 All works upto plinth level. 29.2 All works above plinth level and upto 1st floor level. 29.3 All works above 1st floor level and up to 5th floor level 29.4 All works above 5th floor level and up to 10th floor level 30 Extra for providing richer mixes of BMC/RMC design mix as per item no 5.27&5.30 up to plinth level and at all floor levels. (No extra payment for using extra cement as per requirement of mix design.) 30.1 Providing M-25 grade concrete instead of M- 20 grade. (Note : minimum cement content is @ 330 kg/cum) 30.2 Providing M-30 grade concrete instead of M-20 grade. (Note : minimum cement content is @ 340 kg/cum) 30.3 Providing M-35 grade concrete instead of M- 20 grade.(Note: : minimum cement content is @ 350 kg/cum) 30.4 Providing M-40 grade concrete instead of M-20 grade. (Note: minimum cement content is @ 360 kg/cum) 31 Extra for supplying and mixing admixture in sub structure and super structure for using in self compacting reinforced concrete as per direction of engineer in-charge.Dosages as per TDS- 0.2 – 1.5 Ltr/100 kg of Cementitious material or as per vendor specification or equivalent) 32 Providing and fixing sheet covering over expansion joints with iron screws as per design. Non- asbestos cement bonded particle board 6 mm thick as IS: 14276 32.1 150mm wide 32.2 200mm wide 32.3 250mm wide 33 Providing and filling gap in expansion joint between RCC/ Stone/Ceramic tiles/Granite/ Marble by providing silicon sealant over backer rod of approved quality weather sealant as per drawing and direction of engineer in charge up to 25mm width & 12 mm depth.(for Per cm depth & per cm width) 34 Providing and fixing in position bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints. 34.1 25 mm thick 35 Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In- Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221- 02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to its components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered selfcentering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer - inCharge. (Material shall confirm to ASTM 6063). 35.1 Floor Joint of 100 mm gap 36 Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer- In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). 36.1 Wall Joint of 100 mm gap 37 Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members with, self aligning and self centeringarragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s preengineered self-centering arrangement that freely rotates/moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) 37.1 Roof Joint for 100 mm gap 38 Providing and Laying Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not less than 40kg /cm2 and water absorption not more than 15% in foundation and plinth i/c curing etc. complete. 38.1 Cement mortar 1:4 (1 cement : 4 sand) 39 Providing and Laying Brick work with well burnt 40kg chimney bricks in bulls patent /cm2chimney trench kiln manufactured by ghol bricks in process ,crushing strength not less superstructure than 40kg /cm2 and water absorption not more than 15% in superstructure above plinth level at all level & lift i/c curing etc. complete. 39.1 Cement mortar 1:4 (1 cement : 4 sand) 40 Providing and laying half brick masonry with well burnt chimney bricks in bull patent trench kiln anufactured by ghol process crushing strength not less than 40 kg /cm2 and water absorption not more than 15% in superstructure above plinth level at all level & lift including providing and placing in position 2 Nos. 8mm dia. M.S. bars at every third course of in half brick masonry 40.1 Cement mortar 1:4 (1 cement : 4 sand) 41 Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry, using AAC blocks (Size length 300, 400, 500, 600 mm Height 200, 250, 300 mm Width 100, 150, 200, 250 mm) conforming to IS 2185 PART 3, having compressive strength not less than 4 MPa (Grade II) in super structure all height & floors , blocks jointed with approved block laying polymer modified adhesive mortar as per ASTM 1660- 09,applied in uniform thickness of 2 to 3 mm in horizontal and verticals joints using special trowel, polymer modified mortar having minimum compressive strength and minimum splitting tensile strength of not less than 5MPa and 0.34 MPa respectively as per ASTM international standard including raking out joints. The surface of masonry units (AAC Block) should be slightly moist prior to application of jointing mortar. Block should be gently pressed down using a rubber mallet to expel out entrapped air and the masonry shall be cured two days. 1st layer of masonry block shall be placed on perfectly leveled surface, which if required, shall be leveled with M-15 cement concrete at plinth or floor level. Masonry shall have 75mm thick RCC band with M-15 cement concrete having 2 bars horizontal of 8 mm dia with 8mm dia U- shaped single stirrup @ 300mm C/C. Such horizontal bands shall be placed at sill level and lintel level where there is a provision of windows in walls otherwise placed at vertical interval of 1.8 meter in vertical direction shall be spaced at 4.5 meter in horizontal direction. Mullion,Vertical bands, shall be placed along jams (vertical member of chowkhats) and extend upto lintel levels to arrest cracking at corner openings. RCC bands shall be measured with AAC block masonry. Rates include all materials including steel bars, wastages, RCC, Centering scaffolding and all labour etc. complete. 41.1 AAC Masonry in polymer modified mortar 42 Providing and fixing 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 and length. 42.1 Second class teak wood 43 FRAMES : Providing & fixing pressed metal M.S. door frames made out of 14 swg. mild steel good quality sheet with round corners on both sides. The overall size shall be 125 x 75 mm with rebate to receive door shutter. All joints shall be mitred and welded fully with 25 x mm lugs, 230 mm long as holdfast. The rebatted portion of the frame shall be provided with provisions for 3 nos. MS butt hinges as specified with nuts from inside and screw from outside before installing in position. All door frames shall have provision of holes, slots, welded backup plate for Al-drops, mortice locks, baby latches, tower bolt etc. Inner surface of the frame shall be painted in 2 coat of red oxide paint & external surface of the frame shall be painted with 2 coats of enamel paint of approved shade over one coat of best quality zinc chromate primer including providing & filling the inner surface with 1:2:4 cement concrete. Measurement shall be along centre line of frame only and not masonary size. Sample frame to be approved by client / consultant 44 DOUBLE REBATED DOOR FRAMES: same as item no. 44 above but overall size shall be 165 x 75mm with rebate on both side to receive shutters either single shutter or double shutter complete as per details & drawings 45 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/glazing which will be paid for separately, all complete as per direction of Engineer-in-charge. 45.1 Second class teak wood 35 mm thick shutters sqm 46 FLUSH DOOR: Providing and fixing IS approved make 35 mm thick rebated decorative patterned flush door single shutter pre-laminated doors internal lipped of approved make with factory pressed both side laminated doors with min 0.8 mm thk laminates as as per design pattern approved by Engineer-in-charge, including ISI marked Stainless Steel butt hinges with necessary screws etc. 47 Providing and fixing in position brush type door seal of approved make of door size length to door bottom with brass screws etc. as per instructions. 48 Providing and fixing in position cloth holders strips of SS with 4 hooks of approved make etc. as per instructions. 49 Providing and fixing in position single leaf S.S Mesh Door with door frame made out of 30 x 125 mm class 2 Teak Wood members of best quality for side rails, Top, Middle & Bottom rail shall be teak wood size 30 x 150mm. S.S mesh shall be 50 mesh as per IS 304 grade fixed & kept tight & straight in position with TW biddings on all sides & faces. Complete including scrapping, sand papering, joint fitting, painting the wooden members in two coats of french polish over one coat of wood primer. Rate to include providing & fixing spring type door closer of appropiate capacity to close the door smoothly. 50 Providing and fixing in position double leaf S.S Mesh with door frame made out of 30 x 80 mm class 2 Teak Wood members of best quality for side rails, top & bottom rails. The middle rail shall be teak wood size 30 x 150 mm. S.S mesh shall be 50 mesh as per IS 304 grade fixed & kept in position with TW biddings on all sides & faces . Complete including scrapping, sand papering, joint fitting, painting the wooden members in two coats of french polish over one coat of wood primer. 51 Providing and fixing 30 mm dia PVC buffer for door as per required length with necessary fixing hardware. 52 Providing and fixing 4 mm thick one side decorative veneer conforming to IS: 1328 (type-1) for plain lining / cladding with necessary screws, priming coat on unexposed surface with: Decorative veneer facings of approved manufacture. 53 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 53.1 2nd class teak wood (50x12) 54 Providing and fixing of 1.25 mm thick chromium plated brass plate, with two chromium plated curtain rods brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete: 54.1 12 mm dia. 55 Providing and fixing SS 304 tower bolts of approved makewith necessary SS screws etc, all complete 55.1 300mm:of approved equivalent 56 Providing and fixing ISI marked stainless steel sliding door bolts with nuts and screws etc. complete: 56.1 300x16 mm 57 Providing & Fixing of 1 Pair of SS 304 D -Type Pull Handle in Doors at all floor levels with necessary SS 304 screws etc, making neessary rebate in frame/shutter as required , all complete as per direction fo Enigneer in Charge 57.1 Minimum 22mm dia and 300mm of approved make 58 Providing & Fixing of 1 Pair Lever Handles in doors at all floor levels with the following details, with necessary SS 304 screws etc, making necessary rebate in frame/shutter/floor as required and making good , all complete as per direction of Enigneer in Charge SS 304 Lever Handle with Escutcheon Mortise Latch & Lock Case Euro Profile Double Cylinder with both side Key (60mm): of approved make 59 Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 60 Providing and fixing Floor mounted door Stopper/Buffer with necessary accessories and screws etc. complete. SS 304 DOOR STOPER HALF ROUND FLOOR MOUNTED : Of approved make 61 Providing and fixing 12mm thick 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 25mm to 40mm thick. 61.1 MR Grade plywood conforming to IS: 303 61.2 Fire retardant plywood conforming to IS: 5509. 62 Providing and fixing magic eye in door shutters including fixing. Complete (Best make of approved quality). 63 Providing and Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S including cost of adhesive of approved quality. 63.1 1.5 mm thick. 63.2 1.0 mm thick. 64 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice .husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-InCharge. 64.1 35 mm thick WPC (Wood polymer composite) solid plain flush door shutter 65 Providing and fixing factory made single extruded WPC(Wood Polymer Composite) solid door/window/ceosetory windows and other frames/chowkhat comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice .husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed S.S. screws having minimum density of 750 kg/m3 and screw withdrawal strength of 2200 N (Face) & 900 N (Edge), minimum compressive strength 58 N/mm2, modulus of elasticity 900 N/ mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S. hold fast/lugs/S.S.dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. 65.1 Single or double rebate (125 mm X 65 mm) 66 Providing and fixing factory made UPVC any colour as approved by Engineer incharge fixed glazed windows/ ventilators comprising of UPVC multichambered frame 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, 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 shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares 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). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 67 Providing & fixing 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. (Area upto 0.75 sqm.) etc
