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| Sl. No. | Item Description |
| 1 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Project Engineer/ Engineer-in-charge. |
| 2 | From 0.00m to 1.50 m depth from Average Ground Level |
| 3 | From 1.50m to 3.0m depth from Average Ground Level |
| 4 | From 3.0m to 4.5mdepth from Average Ground Level |
| 5 | From 4.5mto 6.00m depth from Average Ground Level |
| 6 | From 6.00mto 7.50m depth from Average Ground Level |
| 7 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated includingdisposal of surplus excavated material within a lead of 200 m etc., complete as per specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 8 | From 0.00 to 1.50 m depth from Average Ground Level |
| 9 | From1.50 m to 3.0m depth from Average Ground Level |
| 10 | From 3.0 m to 4.5 mdepth from Average Ground Level |
| 11 | From 4.5mto 6.0m depth from Average Ground Level |
| 12 | From 6mto 7.5m depth from Average Ground Level |
| 13 | Earth work excavation in foundation in Hard Rock by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth,each layer well rammed and consolidated including disposal of surplus excavated material within a lead of 200 m etc., complete as per specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 14 | From 0.00 to 1.50 m depth from Average Ground Level |
| 15 | From 1.50 m to 3.0m depth from Average Ground Level |
| 16 | From 3.0 m to 4.5mdepth from Average Ground Level |
| 17 | From4.5mto 6.00m depth from Average Ground Level |
| 18 | From 6mto 7.5m depth from Average Ground Level |
| 19 | Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking /levelling etc. |
| 20 | Soil |
| 21 | Rock |
| 22 | Lead charges for lead exceeding 3 KM not exceeding 4 KM, by mechanical transport includinmg loading,unloading, stacking / leveling etc.Note: The rates are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 50% in respect of Rock from corresponding STACK / TRUCK Measurement. |
| 23 | Soil |
| 24 | Rock |
| 25 | Additional charges over item Nos.1 to 3 and handling/disposal of any radioactive contaminated soil as per guidelines of Health Physics as per tender.Note: (i) The rates in respect of Item Nos 4 and 5 are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 50% in respect of Rock from corresponding STACK / TRUCK Measurement (ii) Item 6 will be executed only if radioactive contaminated soil will be encountered during excavation: |
| 26 | Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for preconstructional antitermite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500 mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all byeworks complete as per specification / IS 6313:2001 or latest revision and direction of Engineer Incharge (only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work to be executed by approved agency and as per specifications and as directed by the Project Engineer/ Engineer-in-charge and specified guarantee for 10 (ten) years shall be furnished by the contractor. |
| 27 | Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Project Engineer/ Engineer-in-charge |
| 28 | Providing , centering ,shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Project Engineer/ Engineer-in-charge at all levels |
| 29 | For Sub Structure |
| 30 | For Super Structure - Ground floor |
| 31 | For Super Structure - First floor |
| 32 | For Super Structure - second floor |
| 33 | Providing, centering, shuttering Form work by using steel plates, timber planks for PCC and minor structures including necessary strutting, proping, without staging, supports etc and deshuttering the same after the specified time all as per drawings etc., completeas per specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 34 | Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels as directed by the Project Engineer/ Engineer-in-charge. |
| 35 | Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levelsetc.,. completeas per specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 36 | Providing and fixing at all levels, precast members using cement concrete 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of max. size 20 mm) in, copings and / or bed blocks, plain window sills, shelves, louvers, steps, staircases, trench covers, drain covers etc. including hoisting and setting in position with C.M 1:3 (using crushed sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (using Crushed sand) on exposed surfaces complete as per etc., completeas per specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 37 | Providng and fixing at and near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using crushed sand) including consolidation, curing, cost of required centering, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (using rushed sand) on exposed surfaces complete as per specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 38 | Providing and Fixing 50 mm thick Reinforced precast Jalli in C.C 1:2:4 of approved pattern and from approved Manufacturer including pointing and proper joining of Junctions complete as specified by the Project Engineer/ Engineer-in-charge at all levels. |
| 39 | Providing and laying in position PLUM Concrete with 70 % cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of aximum size 20 mm) and 30 % 150 to 230 mm size soling stones spreading uniformly as per directions of the Engineer-in- Charge including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering complete at all levels. |
| 40 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 up to Plinth Level. using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 41 | Extra for RCC all grades in super structure up to 20.00 metre height |
| 42 | Extra for RCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants |
| 43 | Providing and fixing in position 50 mm thick Joint filler board of Approved make in expansion joints to the required size and shape, placing and keeping in position complete as per specifications and drawings and as directed by the Project Engineer / Engineer in charge. |
| 44 | Supplying, Providing Thermo mechanically treated (TMT) bars as per IS 1786 ISI marked of approved makeReinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings and as directed by Project Engineer/ Engineer-in-charge. All test reports to be provided along with the supply of the materials. |
| 45 | Providing Structural steel work in M.S Plain Plates and chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc,., conforming to relevant IS code of ISI marked and approved makeincluding cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications andas directed by the Project Engineer/ Engineer-in-charge. All test reports to be provided along with the supply of the materials |
| 46 | Supplying, Providing, Structural steel work Up to and including 300 mm Joists, 350 mm channels, and below sections conforming to IS code808of ISI marked of approved makeusing angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the e Project Engineer / Engineer in charge. All test reports to be provided along with the supply of the materials |
| 47 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing & staircases railing including applying a priming coat of zinc chromate steel primer etc. complete as per specifications andas directed by the Project Engineer/ Engineer-in-charge. All test reports to be provided along with the supply of thematerials, using M.S tubes of ISI marked (Medium) of specified diameter and thickness. |
| 48 | Providing and fixing hand rail using 304 grade Stainless Steel pipes of approved size and make and quality by welding, mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications. complete as directed by the Project Engineer/ Engineer-in-charge. |
| 49 | Providing and placing at site MS foundation bolt of required size, shape and length as per IS:5624, of mechanical property class – 6.8 as per IS:1367-Part-3, with two numbers of compatible hexagon nuts of class 14H (conforming to IS:1367, part 7), washers conforming to IS: 2016 with each bolt ofreputed make, fixing at site complete as per drawing and technical specifications. (a) Bolt sizeM25, length950mm with threaded portion at one end. |
| 50 | Provding and constructing brick work in Cement mortar 1:4 using crushed sand, standard bricks of approved class/ quality, make or brand in foundation and plinth including curing, raking out joints, simultaneous pointing below plinth level if specified, complete as per drawings, specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 51 | Providing and constructing brickwork in super structure with standard bricks in C.M 1:4 using crushed Sand,Standard bricks of approved quality / class, make / brand in super structure above plinth up to Floor-II level in all shapes and sizes including curing, raking out joints complete as per specifications and as directed by the Project Engineer/ Engineer-in-charge |
| 52 | Extra for Brick work in super structure above floor II level and up to and including 20 m height by lifting material |
| 53 | Providing and constructing Half brick masonry using bricks of approved quality / class, make/ brand in partition walls in C.M 1:4 (using crushed sand) including scaffolding, raking out joints, curing etc. complete and with stiffners of RCC 1:2:4 (105 X 75 mm size) at every 900 mm height including form work curing etc. complete as per specifications and as directed by the Project Engineer/ Engineer-in-charge but excluding reinforcement up to 20 m height. (Reinforcement will be paid under relevant item) |
| 54 | Providing and constructing Random Rubble masonry using approved Rubble stone infoundation and plinth in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. complete as per drawings and specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 55 | Providing and constructing Random Rubble masonry using approved Rubble stone in super structure (above plinth) in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing above ground level / plinth level and up to and including 20 m height including scaffolding, curing etc. complete as per drawings and specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 56 | Supplying , cutting to shape and fixing specified diameter UPVC pipes as per IS 4985 in RR Masonry/ RCC walls for weep holes complete all as per drawings and as specified at site and as directed by the Project Engineer/ Engineer-in-charge. |
| 57 | 90 mm dia UPVC Pipes |
| 58 | 110 mm dia UPVC Pipes |
| 59 | Providing Raised and cut pointing on stone with cement moratr 1:3 using crushed sand as per specifications and as directed at site by the Project Engineer/ Engineer-in-charge. |
| 60 | Forming of grooves of uniform size from 12 mm X 12 mm to 25 mm X 15 mm in plastered surfaces as per approved pattern using wooden batterns, nailed to the under layer including removal of wooden batterns, repair to the edges of plaster panels and finishing the groove complete as per specifications and as per the direction of Project Engineer/ Engineer-in-charge. |
| 61 | Providing 15 mm thick water proof plasteringfinsihed smooth with a floating coat of neat cement including approved water proofing compound added @ 2% by weight of cement or as per manufacturer\"s specifications, plastering using Ready mix internal plastering compound of approved make for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Project Engineer / Engineer-in-charge |
| 62 | Providing 15 mm thickplastering using Ready mix internal plastering compound of approved make for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Project Engineer / Engineer-in-charge |
| 63 | Providing 20 mm thick water proof plastering including approved water proofing compound added @ 2% by weight of cement or as per manufacturer\"s specifications,plastering using Ready mix external plastering compound of approved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Project Engineer/ Engineer-in-charge |
| 64 | Providing and fixing G.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Project Engineer/ Engineer-in-charge. (only area of the chicken mesh used alone will be measured) |
| 65 | Providing and applying wall painting two coats on new work with premium plastic emulsion paint of approved brand to give an even shade, including a coat of approved cement primer, including preparation of the surfaces, scaffolding complete at all levels as per specifications and as directed by the Project Engineer/ Engineer-in-charge |
| 66 | Providing and fixing double tubular scaffolding system using Hframes with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approvedand removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Project Engineer. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding. |
| 67 | Providing and painting walls with (Two coats) of approved shade ofhigh build protective, elastomeric water proof exterior grade paint of approved make of required shade, minimium dry film thickness f 250 microns acheived in two or more coats / as per manudacturer\"s specifications including preparation of the surfaces by scrapping / wire brush, scaffolding complete at all levels . Primer coat will be with approved make with water in ratio of 1:2 and 2 coats of finishing coat without water all as directed by Project Engineer/ Engineer-in-charge. |
| 68 | Providing and applying white cement based wall putty of approved make over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning complete, all as directed by the Project Engineer/ Engineer-in-charge |
| 69 | Providing and Painting with Epoxy PU painton STEEL surfacesusing 2 coats of (120 Micron dry film thickness) Epoxy PU high build coating as finishing coat over a priming coat of approved High Build primer of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturer\" specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat). |
| 70 | Providing and laying chequered / patterned tiles 400 X 400 mm X 35 mm thick of approved make including levelling, curing, finisihing and cleaning etc. complete to obtain required finish complete on 20 mm thick bed of cement mortar 1:4 (using crushed sand) as per specifications and drawings complete as directed by the Project Engineer/Engineerin-charge |
| 71 | Providing and laying minimum 25 mm thick uniform shade Kotah stone flooring over 20 mm thick (Avearge) base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing in minimum three levels to obtain mirror polish complete with base cement mortar 1:4 (using crushed sand) all as per specifications, patterns and drawings complete as directed by the Project Engineer/Engineerin-charge. |
| 72 | Providing and Laying Minimum 25 mm thick uniform shade Kotah stone treads and risers of steps, skirting,window sills in single length up to 2.00 metres length slab dado and pillars laid on 12 mm thick (average) cement mortar 1:3 (using crushed sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing to obtain mirror finish complete as per specifications, drawings and as directed by the Project Engineer/ Engineer-in-charge |
| 73 | Extra for nosing in steps of treads Using Kotah stone/Granite |
| 74 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS 15622 of approved make. shade and colour of size ranging from 300 - 600 mm long and 300 mm - 600 mm wide and thickness not less than 6 mm as approved by Project Engineer/ Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using crushed sand), setting the tiles in cement slurry and pointing the joints with matching colour Tile grout of approved make of matching shade including using PVC tile trim in the exposed corners, complete as per drawings, patterns and specifications complete as directed by the Project Engineer/ Engineer-in-charge. |
| 75 | Providing and fixing 1st quality anti-skid ceramic glazed floor tiles of minimum 300 - 600 mm long and 300 - 600 mm wide and thickness not less than 6 mm conforming to IS 15622 of approved make in all colours and shades as approved by Project Engineer/ Engineer-in-charge over a bed of 20 mm thick bed of cement mortar 1:4 (using crushed sand) and jointing with grey cement slurry including pointing with white cement based Tile grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge |
| 76 | Providing and fixing Glazed VITRIFIED floor tiles of size 600 X 600 mm of approved make in different sizes conforming to IS 15622 in all colours and shades in Glossy or Matt or satin finish laid over a bed of minimum 20 mm thick bed of cement mortar 1:4 (using Crushed sand) and jointing with grey cement slurry including grouting with the joints with white cement based Tile Grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Project Engineer/ Engineer-in-charge |
| 77 | Providing and laying (IPS Flooring) cement concrete flooring 1:2:4, using crushed sand 50 mm thick finished smooth to the required level, finishing with a floating coat of neat cement including cement slurry, providing and fixing 25 X 3 mm aluminium strip, curing, cleaning the surface neatly at the time of handing over the area complete as per specifications and drawings as directed by the Engineer in charge |
| 78 | Providing and laying Precast terrazo tiles flooring with not less than 22 mm thick of approved size, shade and make with graded marble chips of sizes up to 12 mm laid in floors and landings, jointed with neat cement slurry mixed with pigments to match the shade of tiles including rubbing and polishing in minimum three levels to obtain required finish complete with precast tiles on 20mm thick of cement mortar 1:4 (using crushed sand) and DARK shade pigment with ordinary cement all as per specifications and drawings and pattrens complete by the Project Engineer/ Engineer-in-charge. |
| 79 | Providing and Fixing 2.00 mm thick Anti-Static PVC sheet / tile in flooring and skirting of approved make in approved pattern on a smooth and damp proof base using rubber based adhesive of approved quality and manufacturer including levelling small undulations with plaster of paris if required, Copper foil strips as per manufacturers specifications, rolling with light wooden roller weighing about 5 kg all complete as directed by Project Engineer/ Engineer-in-charge in approved colour and shade. |
| 80 | Labour charges for murum filling under floors of specified thickness in layers of not exceeding 150 mm thickness including consolidation etc. complete (using murrum available at BARC campus with a lead of up to 4 Km) |
| 81 | Labour charges for murum filling under floors of specified thick in layers of not exceeding 150 mm thickness including consolidation etc. complete (using murrum available at site) |
| 82 | Providing, supplying and laying pre polished / LAPATO finish polishedgranite slab flooring / dado / Wall cladding with not less than 17 mm thick approved shades other than black granite slabs over 20 mm thick base cement mortar 1:4 (using crushed sand) laid and placed with grey cement slurry including filling the joints with matching white cement based tile grout complete all as per specifications and drawings and as directed by Project Engineer/ Engineer-in-charge. |
| 83 | Providing and fixing Minimum 17 mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut Granite of Telephone Black colour for kitchen platforms, vanitiy counters, Wash basin Counters, Door Frames, window sills, facias and similar locations of required size, colour and texture laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing the edges to give high gloss finish etc. complete as directed by the Project Engineer at all levels. |
| 84 | Extra for providing edge moulding to 17 mm thick marble stone / Granite Slab counters, Vanitis etc. including machine polishing to edge to give high gloss finish et. Complete as per design approved by the Project Engineer / Engineer in Charge. |
| 85 | Extraoveritemno-59 forProvidingflamedtreatment/Sandblasting/riverblastingofgraniteallcompleteas perthedirectedby the Project Engineer / Engineer in Charge. |
| 86 | Design supply, installation of unitized curtainwall facade extruded Aluminium profile Approved sections withstanding the design wind pressure of 3.51 KPa. which includes Curtainwall Main grid Mullion & Transoms and the unitized shutter panel aluminium profiles,spandrel panels including rockwool, fixing aluminium angle toggle cleats and other aluminium sections which includes Transom connector splice joint sleeve tubular sections, Angle brackets and 2mm thk aluminium trims and flashings to seal the gaps between curtain wall and the building structure all in complete required to perform as as per the architectural drawings, specification and in conjunction with BOQ and approved shop drawings. The extruded sections shall be of 6063 T6 alloy or BSH9 Conforming to IS- 63400 and are designed to withstand a wind pressure as per CTM at all levels, elevations and heights. The extruded aluminium sections of Alloy 6063 T5 or T6 as per IS 3965 and tolerances, flatness, twist , bend and angularity confirming to DIN standard from approved extruder. All the external and internal visible surfaces shall have Anodising /Super Durable powder coating of 60-80 microns confirming to IS 13871 of required colour and shade as approved by the Engineer-inCharge. The non visible aluminium surfaces shall have minimum chromatizing treatment. (The Item includes cost of material such as cleats, sleeves, screws, locking systems and all fittings as per architectural drawings etc. necessary for fabrication of extruded aluminium framework. Nothing extra shall be paid on this account).All Exposed exterior & interior aluminium sheet backpan & flashings shall be of 2.5mm thick Super durable powder coated of minimum 60-80 microns (Shade as approved ) at visible areas and jamb / Head & soffit locations wherever applicable (as indicated in drawings).Note: (1) Shop drawing including design calculations to be submittedfor approval of the Engineer-in Charge.(2)Toughened Glass will be paid under relevant item(3) Scaffolding will be measured once and paid underrelevant item. |
| 87 | Supply and installing shadow boxes comprising of 150 mm thick Rockwool slab insulation (48 Kg/Cu.M) fixed in 0.8 mm thick galvanized steel sheet tray and faced with approved black fiberglass film on surface # 1 including sealing the perimeter fixed with necessary clamps, brackets etc. in linear as well as curvilinear in shape all complete as per approved shop drawings and specifications.Note: shadow boxes shall be measured clear between mullions and transoms as fixed on site (actual size). |
| 88 | Providing and fixing glazing With toughened float glass panes of 8.00 mm thicknessin aluminium doors, window, ventilator shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Project Engineer/ Engineer-in-charge (Cost of snap beading shall be paid in basic item) |
| 89 | Designing, providing and fixing of 4 mm thick approved make and shade Aluminium Composite Metal Panel of approved make cladding at different locations including soffits of over-hangs and including aluminium frame work with grids filled in with weather silicon sealant as per the drawings. The ACM panel composition shall be of 0.5 mm thick PVDF coated aluminium sheet + 3 mm thick low density polyethelene virgin resin core + 0.5 mm thick polyester (PVDF) coated Aluminium sheet all complete as per approved shop drawings and specification Note : ACMP shall be measured to the actual visible area of the ACP sheet including silicon joints as fixed on site. |
| 90 | Manufacture, supply and installation of louvers made of 4 mm thick aluminium composite panels of approved make in the external vertical face and flush with the facade system for inlet of fresh air as per the design / details including all necessary aluminium (with minimum 25 micron thick anodisation) frames, sub frames, peripheral flashings to avoid any ingress of water inside the building with stainless steel bird wire mesh on the inside etc. complete as per details in approved shop drawing and specifications |
| 91 | Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z sections and other sections with minimum anodizing thickness of 15 micron with approved colour anodizing of approved make conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Project Engineer/ Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc.(fittings glazing and panelling shall be paid for separately) |
| 92 | Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Project Engineer/ Engineer-in-charge (Cost of snap beading shall be paid in basic item) |
| 93 | With clear float glass panes of 6.00 mm thickness |
| 94 | With frosted glass panes of 6.00 mm thickness |
| 95 | Providing and fixing 12 mm thick pre-laminated particle board flat pressed 3 layer or graded wood particle board conforming to IS 12823 Grade-I, Type - II in panelling fixed in aluminium doors, windows, shutters and partition frames with C.P Brass / Stainless steel screws etc. complete as per architectural drawings and directions of Project Engineer / Engineer-in-charge Prelaminated particle board with decorative lamination on both sides |
| 96 | Providing and fixing 35 mm thick flush door shutters conforming to IS : 2202 non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with internal teak wood lipping 25mm wide and fixing with 4 Nos of 125 mm long Stainless steel Hinges with S.S. wood screws complete as per architectural drawings and directions of Project Engineer / Engineer-in-charge. |
| 97 | Providing and fixing FRP door shutters flush door / panelled type with plain colour or wooden veneer finish of approved make, design & colour. made out of 1.5 mm thick FRP skin moulded over wooden frame work of 40 mm wide and required thickness wooden styles and minimum 100 mm wide lock rails and wooden blocks for door stoppers, tower bolts, baby latch, aldrop, handles etc. wherever required and core filled with Polyurethane Foam and fixing with 4 Nos 100 mm (ISI marked) stainless steel hinges with S.S. wood screws. 35 mm thick panelled door type of approved colours including the cost of 100 mm ISI marked heavy quality stainless steel butt hinges with necessary screws. as per architectural drawings and directions of Project Engineer / Engineer-in-charge. |
| 98 | Providing, supplying and fixing hollow metal flush steel doors 40 mm thick of approved make consisting of door frame and shutters and all hardware fittings, frame made out of 14g thick G.I sheets and shutters made of 16g thick sheets, hollow portion filled with puff, including necessary stiffners in shutters and frame, vision panel of specified size with 4 mm glass and clip on pressed steel frame for vision panels, fixing 4 nos heavy duty stainless steel 304 grade ball bearing hinges, mortise / dead lock of approved make,a pair of 200 mm long stainless steel handles, 250 mm long stailless steel tower bolt, etc. frame hollow portion filled with PCC 1:2:4, necessary hold fast embedded in concrete, fixing in concrete with anchor fastners. finished with Polyurethane painting of approved colour complete all as per drawings and specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 99 | Providng and fixing Aluminium Grill 10 mm thick in natural Silver anodising of min 15 Micronswith a opening size of 60mm x 45mm and Minimum weight of 4.12 Kg/ Sq.M including providing and fixing Suitable \"F\" / \"H\" section outer frame and mullion fixing with screws complete all as per specifications and as directed at site by the Engineer-in- charge. Aluminium alloy shall be of (conforming to relevant Indian standards) IS 733 & IS 1285 withyield strength of minimum 6.5 kg/ sq.mm. |
| 100 | Extra for providing Aluminium Grill 10 mm thick with colour anodised by the manufacturer (Champagne, black, Bronze, Gold colours) complete all as per specifications and as directed at site by the roject Engineer / Engineer-in-charge |
| 101 | Supply & installation of hingeable open cell ceilling for toilet area with cell size of 100 mm x 100mm made out of aluminium 0.4mm thick. The assembled cell ceiling panels shall be in size of 600x1200mm made out of blades in 9mm (W) X 40mm (H).The assembled cell ceiling panels are then clipped inti 32X36X32mm carriers in GMS, coated in black enameled finished at 1200mm c.c. Once the carriers are installed then primary perforated L- angles 30x30x1.2mm made out of GMS are cross connected to the carriers at 1200c.c. for lateral bracing. The whole ceiling shall be suspended by M6 threaded rods installed 1200mm c.c. All panel modules must be hingeable through wire clips, rate to include all kinds of profiles, coves, verticals,bands, curves, jointing, & taping etc. as per drawing including providing cuts outs, frames work & light fixtures, speakers, camera, smoke detector, trap doors A/C grills, diffuser, sprinklers, support etc. including all fixed with necessray fittings & accessories, complete including all lead, lift & heights. all complete as per drawing & spcifications & to the complete satisfaction of the Engineer. NOTE:open cell ceilling with cell size of 100x100 mm made out aluminimum. any equivalent proposed shall have to match technical parameter / specification . |
| 102 | Providing and Fixing in position Suspended false ceiling system using 600 x 600mm Calcium Silicate Ceiling tiles (ceiling systems)of approved model with micro look system tiles having 15mm densified edges and 100% humidity resistance, incombustible as per relevant code BS476 part IV with thermal conductivity of 0.043 w/m KC and approved surface design and edge profile placed in a suspended grid of size of 600 x 600mm made of hot-dipped G.I steel sections having an exposed surface capping of pre-finished baked polyester painted coil wherein the main tee of size 24mm x 38mm x 0.33mm shall be suspended at 1200 mm centres along the length of ceiling with 4mm dia G.I wire with necessary level adjusters and cross tees of size 24 x 28 x 0.33mm x 1200 mm shall be inserted in to slots between the main tees at 600mm centres and thereafter in direction vertical to the longer tees, cross tees of size 24 x 28 x 0.33mm x 600mm shall be inserted to form a grid size of 600 x 600 mm resting on the perifery walls on wall angles of size 20mm x 20mm x 3000 mm x 0.40 mm thickness. The rate shall include providing necessary openings for light fixtures, diffusers, trap doors etc to be made as per layout drawings. The work shall be carried out as per directions of Project Engineer/ Engineer-in-charge. The main tees to be suspended from the ceiling/ soffit with the help of matal dash fastners of 6mmx50mm, soffit clits of 25mmx35xxx1.60mm and 4mm dia G.I wire with galvanised spring steel levelling clips. the entire grid system shall be designed to bear a distributed load of minimum 15 kg/Sq.m (Only calcium silicate false ceiling area will be measured for the purpose of payment) |
| 103 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Commercial flush door shutters as per directions of Project Engineer. |
| 104 | Extra for providing vision panel not exceeding 0.1 sqm in all type of flush door including fixing 4 mm clear glass with necessary teak wood beadings complete all as per specifications and as per drawings and as per directions of Project Engineer / Engineer-in-charge. |
| 105 | Providing and fixing aluminium aldrops of size 250 X 16 mm ISI marked anodised transparent or dyed to requried colour or shade with necessary screws, bolting from rear side complete as per specifications and as directed by the Project Engineer. |
| 106 | Providing and fixing anodised aluminium tower bolts of size 250 X 12 mm ISI marked of approved make, transparent or dyed to requried colour or shade with necessary screws etc.complete as per directions of Project Engineer / Engineer-in-charge. |
| 107 | Providing and fixing anodised aluminium baby latch of size 75 X 12 mm ISI marked of approved make transparent or dyed to requried colour or shade with necessary screws etc.complete as per directions of Project Engineer / Engineer-in-charge. |
| 108 | Providing and fixing aluminium handles 175 mm long Inner grip 125 mm with 12 mm dia rod plate type BOW handles ISI marked of approved make, anodised transparent or dyed to req. colour or shade with necessary screws etc. complete as per directions of Project Engineer / Engineer-in-charge. |
| 109 | Providing and fixing aluminium hanging heavy quality floor door stopper ISI marked with twin rubber stoppers, anodised transparent or dyed to required. colour or shade with necessary screws etc. complete as per directions of Project Engineer / Engineer-in-charge. |
| 110 | Providing and fixing double action hydraulic floor spring with brass cover plate of approved brand and manufacturer (conforming to relevant Indian Standard) for doors including cost of cutting floors as required, embedding in floors and cover plates with M.S pivot and single piece of M.S sheet outer box with slide plate etc. complete as per directions of Project Engineer / Engineer-in-charge. |
| 111 | Providing and fixing 4 Lever Mortice Lock of approved make suitable for aluminium sections etc… complete as per directions of Project Engineer / Engineer-in-charge. |
| 112 | Providing and fixing mortice latch and lock of approved make with 6 levers and a pair of handles Inside opening LEFT / Right with necessary screws etc complete suitable for fixing in wooden / steel/FRP/ doors as per specifications and as per directions of Project Engineer / Engineer-in-charge. |
| 113 | Filling the gap between aluminium frame & adjacent RCC / Brick work / Stone work up to 5 mm depth and 5 mm widthby providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Project Engineer / Engineer-in-chargeetc., complete. |
| 114 | Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer of approved make with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts complete as per specifications and as directed by the Project Engineer / Engineer-in-charge.. |
| 115 | Providing and fixing decorative high pressure 1.5 mm thick 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, labour etc. complete as per directions of Project Engineer / Engineer-in-charge. |
| 116 | Providing and placing in position 150 mm wide water stopper (suitable PVC water stops) of approved make onforming to IS 12200 for construction / expansion joints between two RCC Members and fixed to the reinforcement with binding wire before pouring concrete etc. complete as per specifications and as directed by the Project Engineer / Engineer-in-charge. |
| 117 | Providing and laying integral cement based water proofing treatment 120 mm Average thickness for terraces using river sand / crushed sand including preparation of surface as required for treatment of roofs, balconies, terraces, chajjas etc. consisting of flowing operations (i) Injecting the top slab as required with cement and approved water proof compound solution to fill up all inherent holes, voids honey combs etc.in the concrete slab, setting \"autoclaved aerated light weight block bats\" coba in waterproof mortar with necessary gradient for easy flow of water & continue the treatment along the inner faces of parapet or other adjoining wall upto a height of 300 mm in the shape of vatas, finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using river / crushed sand) admixed with proprietary water proofing compound conforming to IS 2645 and approved by Project Engineer / Engineer-in-Charge including mixing \"polyster fibre of approved make\" at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300 X 300 mm square, 3 mm deep (v) The whole terrace so finished shall be flooded with water for a minimum period of 2 weeks for curing and for final test. All above operations to be done in order and as directed and as specified by the Project Engineer / Engineer-in-Charge at all levels. |
| 118 | Providing and Laying cement concrete 1:2:4 in super structure (1 cement, 2 crushed sand, 4 brick aggregates 20 mm to 40 mm) for filling sunken floors of toilet bath & kitchen admixed with proprietary water proofing compound as per manufacturer\"s specifications and approved by Project Engineer including scaffolding, consolidation, finishing curing etc. |
| 119 | Extra over 120 mm thick for providing cement based waterproofing treatment toterraces / chajjas including cleaning the concrete surfaces, giving injections to the top slab as required with cement & approved waterproofing compound solution to fill up all inherent holes, voids honey-combs etc. in the concrete slab, setting \"autoclaved aerated light weight block bats\" coba in waterproof mortar 1:4 (using crushed sand) with necessary gradient for easy flow of water, complete as per specifications and as directed by the Project Engineer / Engineer-in-Chargeat all levels.. (Measurement will be over and above the average thickness of 120 mm only) |
| 120 | Providing Chemical based water proofing of modified acrylic emulsion Polymer and Elastomeric waterproofing coating of approved over terrace slab/ parapet/ side walls etc. at all elevations including polycon based fibrous net complete including cleaning and preparation of surface and testing by ponding water complete with following operations etc. complete as directed by the Project Engineer / Engineer-in-ChargeNote: 1. Removing of all loose materials by wiremesh and clean entire terrrace with clean water by using water jet wherever required.2. Open all visible crack by plaster cutting machine in \"V\" shape 3. Dilute binder with water in the Ratio of 1:4 and pour on the bare slab to be treated. 4.Apply binder and cement in the ratio of 1:1 and water to obtain paste like consistancy and fill the cracks.5. Apply bond coat of binder and cement in the ratio of 1:1 to entire terrace. 6. First coat of binder & cement at the rate of 1.48sq.m per litre of binder 7. Lay polycon based firous net (polyester geotextile of minimum 80 GSM) for entire area immediately before drying of first coat to get proper bonding 8. Apply one more coat of binder & cement above fibre net 9. Apply 2 coats of Elastomeric waterproof coating@ 2.40 Sq.M per litre with dilution 10% weight of potable water. 10. Test the surface for water tightness. Note:All materials should be of approved single make with ISI mark for compatibility and to achieve the quality. |
| 121 | Providing and laying water proofing treatment in sunken portions of WCs, bath rooms etc. by appying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 kg / sq.m mixed with water proofing cement compound @ 0.253 kg per sq.m. including injecting cemnt slurry .This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242 kg / sq.m mixed with water proofing cement compound @ 0.126 kg / sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with cement slurry. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using crushed sand) admixed with proprietary water proofing compound conforming to relevant IS and approved by Project Engineer.including mixing \"RECRON 3S\" fibre at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slury in bottom and all the sides of sunken portion. complete as directed by the Enginer-in-charge. The treatment to be tested for water tightness before filling the sunken areas. |
| 122 | Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of the Project Engineer / Engineer-in-Charge. |
| 123 | Dismantling of RCC works carefully manually without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Project Engineer. |
| 124 | Demolishing C.C / R.C.C works by mechanical means and stock piling at designated locations carefully with out damaging adjacent structures and disposal of dismantled materials up to a lead of 100 m, stacking serviceable and unserviceable materials separately including cutting reinforcement bars all as directed at site by the Project Engineer/ Engineer-in-Charge. |
| 125 | Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100 m lead as per direction of Project Engineer/ Engineer-in-Charge. |
| 126 | Demolishing Stone rubble masonry (In cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of Project Engineer / Engineer-in-Charge. |
| 127 | Dismantling doors, windows and clear storey openings of (full windows) area 3.00 Sq.M and below (steel / wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead as per the direction of Project Engineer. |
| 128 | Taking out doors, windows and clear storey openings (steel / wood)of area beyond 3.00 Sq.Mshutter including stacking within 100 m lead (only shutters) as per the direction of Project Engineer / Engineer-in-Charge. |
| 129 | Dismantling steel work in single sections including dismantling and stacking within 100 m lead In R.S Joists, Angles etc.as per direction of Project Engineer / Engineer-in-Charge. |
| 130 | Dismantling and stacking within 100 m lead fencing posts or struts including all earth work and dismantling of concrete etc\"T\" or \"L\" iron or pipe etc.,.as per direction of Project Engineer / Engineer-in-Charge. |
| 131 | Dismantling barbed wire / flexible wire rope in fencing including making rolls and stacking within 100 m leadetc.as per direction of Project Engineer . |
| 132 | Dismantling brick bat coba cement based water proofing over roof and chajjas carefully without damaging adjacent structures including lowering and stacking of materials and dispoal of unserviceable materials within 200 m lead as per direction of Project Engineer. |
| 133 | Dismantling Aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplaus material and stacking of serviceable materials within 100 m lead as directed by the Project Engineer / Engineer-in-Charge. |
| 134 | Dismantling the 75 mm Dia to 200 mm Dia of C.I pipes including excavation, taking out the pipes manually / by mechanical means, breaking lead caulked joints, melting of lead, making into blocks including stacking of pipes within a lead of 200 m as per direction of Project Engineer / Engineer-in-Charge. |
| 135 | Dismantling C.I pipes of following dia in shafts / open piping including taking out the pipes manually, breaking lead caulked joints, melting of lead, making into blocks including stacking of pipes within a lead of 200 m as per direction of Project Engineer / Engineer-in-Charge. Note: Scaffolding if provided will be measured and paid for under relevant item |
| 136 | 75 Dia C. I pipe |
| 137 | 100 Dia C. I pipe |
| 138 | Dismantling flushing cistern of any size including stacking of useful materials near the site and disposal of unserviceable materials within 100 m lead as per direction of Project Engineer / Engineer-in-Charge. |
| 139 | Dismantling old plaster / skirting carefully , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 100 m lead as per direction of Project Engineer / Engineer-in-Charge. |
| 140 | Lead charges for debris Lead Exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc. as per direction of Project Engineer / Engineer-in-Charge. |
| 141 | Lead charges for Debris for lead Exceeding 4 KM but not exceeding 5 KM, by mechanical transport including loading, unloading, stacking / levelling etc. as per direction of Project Engineer / Engineer-in-Charge. Note: The rates in respect of Item Nos 111 to 112 are applicable for NET Quantities arrived at after making deduction for voids @ 30% from corresponding TRUCK Measurement |
| 142 | Core cutting in RCC up to and including 100mm Dia |
| 143 | Add Extra for polymer mortar in place of cement mortar for flooring |
| 144 | Providing structural repairs in old damaged concrete structures / surfaces with approved Polymer with following operations 1) Removal of loose/Spalled or damaged concrete by chipping and cleaning the concrete surface and reinforcement steel with wire brush and with water 2) Cleaning the re bars with Acetone for complete rust removal and washing with water to make the surface clean. 3) Applying protective coat / bond coat using polymer and cement in the proportion of 1; 1.5 (1 part of polymer and 1.5 parts of cement in synthetic enamal paint like consistancy with brush 4) Reinstate the area with polymer modified mortar in layers of maximum 20 mm with the proportion of Cement 50 Kg : washed and dried river sand 87.50 kg; silica sand 37.50 Kg. mixed with 10 litres of Polymer (or 1 Kg cement : 1.75 kg washed and dried river sand ; 0.75 Kg silica sand : 200 ml polymer) 5) If thickness of repair exceeds 20mm , after every 20 mm thick repair, bond coat as per 2 above to be applied and further thick of repair to be continued for each layer. This work is inclusive of all materials, labour, complete all as directed by the Project Engineer at site.(using approved polymer suitable for structural repair shall be used) Note: Scaffolding will be paid separately under relevant item. |
| 145 | Making the opening in brick masonry for door / window / clear story opening including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete to match existing surface including disposal of mulba/ rubbish to the nearest dumping ground. |
| 146 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 100 m lead For thickness of tiles above 10 mm and up to 25 mm |
| 147 | Taking out C.I cover with frame from R.C.C Top slab of inspection chambers of various sizes including demolishing of R.C.C work manually / by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 200 m lead as per direction of Project Engineer / Engineer-in-Charge. |
| 148 | Making connection of distribution branch with G.I main of 25 to 40 mm nominal bore by providing and fixing tee including cutting and threading the pipes etc. complete as per specifications and as directed by the Project Engineer / Engineer-in-Charge. |
| 149 | Providing and fixing C.P brass bib cock of heavy quality of specified / approved make as per specifications and as directed by the Project Engineer / Engineer-in-Charge. |
| 150 | 15 mm dia bib cock of approved type and make . |
| 151 | 15 mm Dia Long Body bib cock of approved type and make |
| 152 | Providing and fixing C.P Brass open stop cock of Heavy Quality of specified / approved make as per specifications and as directed by the Project Engineer. |
| 153 | 15 mm n.b CP Brass open stop cock of approved make and type |
| 154 | 20 mm n.b CP brass open stop cock of approved make and type |
| 155 | Providing and Fixing CP brass 100 mm dia shower rose with Shower arm of Specified make as per specifications and as directed by Project Engineer complete. |
| 156 | Providing, laying , jointing, fixing and testing heavy quality ( (ISI Marked C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cm hydralic pressure with a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing teflon tape, chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint, all as directed by the Engineer-in-charge. Pipes with ISI marked \"C\" -Class heavy quality pipes of approved make etc., complete as per specifications and as directed by the Project Engineer / Engineer-in-charge. |
| 157 | 15 mm dia G.I pipe |
| 158 | 25 mm dia G.I pipe |
| 159 | 32 mm dia G.I pipe |
| 160 | 40 mm dia G.I pipe |
| 161 | Providing and fixing square mouth S.W. gully trap 150 x 100 mm size\"P\" type complete with CI grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design |
| 162 | Providing and laying non pressure NP2 class RCC Hume pipes of approved make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Project Engineer/ Engineer-in-charge including testing of joints etc. complete. |
| 163 | 100 mm Dia RCC Hume pipe class Np2 |
| 164 | 150 mm Dia RCC Hume pipe class Np2 |
| 165 | 250 mm Dia RCC Hume pipe class Np2 |
| 166 | 300 mm Dia RCC Hume pipe class Np2 |
| 167 | Providing and constructioning Inspection chambers of Internal size clear dimention of 900 x 600 mm in 230 thick brick masonry with cement mortat 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement, brick corbelling at top to provide opening of 900 X 450 mm, embedding the frame and cover with CC 1:2:4 concrete, and fixing cast iron steps if necessary at 300mm intervals complete . Depth of chamber not exceeding 900 mm. (excavation, soling, cast iron cover and C.I steps will be paid separately under relevant item) |
| 168 | Extra depth over initial depth of 900 mm for chambers of 900 x 600 mm internal size.including fixing cast iron steps (C.I steps shall be paid under relevant item) |
| 169 | Supplying and fixing Cast Iron Man hole cover or Cast Iron Steps of approved make and weight as specified in the drawings or as directed by the Project Engineer / Engineer-in-charge. |
| 170 | Making connection of drain or sewer line pipes 100 to 230 mm diameter with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix cement plastered on both sides with cement mortar 1:3 finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. |
| 171 | Providing, supplying, fixing in position, under floors or in walls centrifugally cast iron pipes including required specials like bends, tees, \"Y\" collars, cowl etc for soil, waste and ventilation pipes conforming to IS.3989 of approved make including cost of jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site by the Project Engineer / Engineer-in-charge. |
| 172 | 75 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 0.90 kg lead / joint |
| 173 | 100 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 1.00 kg lead / joint |
| 174 | Providing, supplying, fixing in position in walls Rain water down take pipes 100 mm C.I rain water down take pipe with 1.00 kg lead / joint conforming to relevant IS using Centrifugally cast iron pipes (3.00 metres long) including required specials like bends, shoes etc for Rain water down take pipes Confirming to IS.3989 of approved make including cost of Jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes,painting with primer , fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed by the Project Engineer / Engineer-in-charge at site. |
| 175 | Providing and fixing cast iron nahani trap / floor trap of 100 mm inlet and 75 mm outlet, (weighing 5.80 Kg each), jointing with lead with the connection pipes, placing as per the drawings, embedding in cement concrete 1:2: 4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kg / sq.cm pressure and fixing 1 No 125 mm dia C. P brass grating , complete all as specifications and drawings and as directed by the Project Engineer / Engineer-in-charge. |
| 176 | Providing and fixing PVC rain water pipes conforming to relevant IS type B and PVC SWR fittings & specials conforming to relevant IS including jointing with seal ring / With PVC solvent adhesive including fixing in walls using clamps etc complete all as per drawings, specifications and as directed by the Project Engineer / Engineer-in-charge. |
| 177 | SWR PIPE 90 mm O/D |
| 178 | SWR PIPE 110 mm O/D |
| 179 | Providing and fixing heavy quality stainless steel grating 125 mm dia of approved equvalent make as specified for terrace drain/floor traps / nahani traps all as directed by the Project Engineer / Engineer-in-charge. |
| 180 | Providing and constructing storm water chambers of Internal size clear dimention of 900mm x 600 mm in 230 thick brick masonry with cement mortat 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement, embedding the C.I frame and cover / RCC precast slab by making suitable rebate in concrete and fixing cast iron steps if necessary at 300 mm intervals complete as directed by the Project Engineer / Engineer-in-charge. Depth of chamber not exceeding 900 mm. (Excavation, soling, cast iron cover, C.I steps and precast slab will be paid separately under relevant item) |
| 181 | Providing and fixing Indian water closet White Vitreous china Orissa pattern W.C. pan of size 580x440 mm of approved make with 100 mm China ware P or S trap, One no. 10 litre High level or low level white PVC flushing cistern with flush pipe & bend with manually controlled device (handle lever) conforming to IS:7231, PVC 15 mm Inlet connection with all fittings and fixtures complete including all connection, embedding in position commissioning, leaning etc. all as per drawings and specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 182 | Providing and fixing white vitreous china European type Water Closet (E.W.C.) pan in White colour with ISI marked white solid plastic seat and lid. ith \"P\" or \"S\" Trap with solid seat and lid of approved make, 10 litre low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, flush bend, fixing EWC with C.P brass screws, 15 mm PVC heavy quality inlet connection of 450 mm long, including testing , commissioning & cleaning etc. complete all as per drawings and specifications and as directed by the Project Engineer / Engineer-in-charge. |
| 183 | Providing and fixing white vitreous china flat back half stall urinal size 580x380x350 mm / 610 mm of approved make Aquaseal model with Push cock of approved make, with CP brass flush pipe unions, heavy quality C.P. brass spreaders, C.P waste coupling with dome grating, clamps complete all as per specifications drawings,including making G.I water line connection completeand as directed by the Project Engineer/ Engineer-in-charge (Only G.I. pipes will be paid under relevant Item) Note: 1. For fixing flush valve 32 mm G.I water line provision to be made which will be paid under relevant Item. 2. Item includes CP brass bottle trap 31 / 32 mm of approved make single piece moulded with height of 270mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal of approved make. |
| 184 | Providing and fixing viterious China counter top / counter below wash basin size 560 x 410 mm / 560 x 450 mm with single 15 mm C.P. brass pillar tap (OVAL / ROUND Models) of approved make and colour with C.I. brackets, 15 m C.P. brass pillar tap of approved make,15 mm x 600mm long PVC Inlet connection, 32 mm heavy quality C.P. brass waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls and testing complete all as per specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 185 | Providing and fixing 6 mm thick mirrors of size as per grawing of approved make with bevelled edges complete with 6 mm thick asbestos sheet back ground fixed to walls with C.P. brass screws and concealed washers complete. all as per specifications and as directed by the Project Engineer. (Total area-10 SqM.....--size as per grawing ; 11 nos) |
| 186 | Extra for providing and fixing mirrors with approved makestainless steel 304 grade STUDS (with wall spacers) complete all as per specifications and as directed by the Project Engineer / Engineer-in-charge. |
| 187 | Providing and fixing stainless steel toilet paper holder recessed type of approved make and type with S.S screws as directed by the Project Engineer / Engineer-in-charge complete. |
| 188 | Providing and fixing C.P brass towel rail of approved make 600 mm long complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the Project Engineer / Engineer-in-charge. |
| 189 | Providing & fixing approved type liquid SOAP DISPENSER with C.P. brass brackets, cap etc. fixed to wall with C.P. brass screws, & screwed on to wooden rawl plugs etc. complete as directed by the Project Engineer / Engineer-in-charge. |
| 190 | Providing and fixing Stainless steel Body Hand Dryer of approved model & make complete fixed to walls with required fastners all as directed by Project Engineer / Engineer-in-charge. |
| 191 | Providing and fixing 25 mm G.M / brass ferrule in existing water main lines of specified dia and making connections including drilling / boring complete all as directed by the Project Engineer/ Engineer-in-charge. |
| 192 | Providing and fixing Heavy Quality C.P brass sink cock (table mounted model) of approved make as per specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 193 | Providing, hoisting and installing at required elevation moulded HDPE cylindrical vertical water storage tanks of 1000 lit capacityof approved make of with WHITE SILICON coated and with suitable S. M. C cover at top including the cost of labour for making hole in the storage tank for inlet, outlet, scour and overflow, providing and fixing necessary G.I nipples ranging from 15 mm to 50 mn n.b of average150 mm length with double check nuts, washers etc. complete as directed by the Project Engineer/ Engineer-in-charge. |
| 194 | Providing and fixing 150 X150 mm soap dish of white viterious Chinaware, of approved make including chasing walls making good the same after fixing the China Soap dish etc. complete all as per specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 195 | Providing and fixing heavy quality health faucet with 1.50 metres long flexible hose (hand shower) of approved make with wall brackets and type as per specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 196 | Providing and fixing Lead sheet flashing at rain water downtake points using 500 mm x 500 mm x 2 mm thick lead sheet including making circular chute for guiding rain water to the pipe embedding in concrete ( this work to be completed before water proofing ) complete all as per drawings and all as directed by the Project Engineer/ Engineer-in-charge. |
| 197 | Providing and fixing barbed wire 9.38 kg per 100 metres (min) between the two posts fitted and above the MS postsfixed with G.I. staples or G.I. binding wire tied to 6mm bar nibs fixed etc. complete as per specification and directed by the Project Engineer/ Engineer-in-charge. |
| 198 | Providing and fixing concertina barbed tape coil of 600/ 610 mm Dia Concertina coils made from M.S galvanized ribbon tape of 0.5 mm thickness, 19 mm width stretching the coil to 9 m approximate, fixing the coil with clips between \"Y\" armed and MS angle posts 2.44 m high from ground level, including supplying and fixing MS galvanized clips etc. complete as per manufacturer\"s specification and including painting by dipping method the concrtina tape coil with two coats of synthetic enamel paint of approved shade and make over a coat of approved primer at fabrication shop, before bringing the material to the site and fixing in position etc. complete as directed by the Project Engineer/ Engineer-in-charge. |
| 199 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade / colour using hot thermoplastic material by fully / semi automatic thermoplastic paint applicator machine fitted with profile shoe healer, glass beads dispenser, propane tank heater etc. driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, dust, oil, grease and foreign material etc. completein accordance with specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 200 | Providing and fixing GI chain link fabric fencing Made of GI wire of dia 4 mm of required width in mesh size 50 x 50 mm including strengthening with 2mm dia wire or nuts, bolts and washers as requeid complete as per direction of Project Engineer. |
| 201 | G.I. Crimpnet gate:- Providing, fabrication, erection of G.I. Crimpnet gate and side supports with the following details: a) Excavation for side supports, soling, PCC, formwork and curing. b) 150mm square Box type side supports in position using 2 Nos. ISMC 150 (unit weight 16.4 kg/m) with hold fasts on four sides of side supports using angle 65 x 65 x 6mm and 12mm thick base plate of size 300mm x300mmbelow box type side supports. c) Gate shutterwith G. I.Tubular frames of Class \"C\" / heavy duty G. I.pipes and bends (Nominal pipe size - 1 1/2\" NB, 38mm i/d, 5.41kg/m),G. I. Crimpnet of size 50mm X 8g welded on angle iron frame of ISA 40x 40x5mm. Fixing of M. S. flat beading of size 20 x 5mm to hold crimpne. d). Wheels and semi circular 20mm flat below wheel for easy movement of gate. e) Pivot type hinges (3 nos. for each shutter of gate), locking arrangements (aldrop and tower bolts.) f) Painting of gates using priming coat.(Gate - 03 Nos.) |
| 202 | Providing, designingand fixingof3.00 mt Height fencing of Galvanized and Thermoplastic Powder coated welded mesh system with SS Concertina Coil and SS Barbed wire(blades 316 and wire SS 304) , including PVC H shaped post with 4 mm dia. 358 weld mesh, panel height2.456 m and width 2.488m with 4 V Bends etc.thefencing produced by electrical resistance welding of galvanized wires and subsequently thermoplastic powder coated as per follows.: Weld mesh Panelsfor the fence will meet the standards of EN 10223-7 with the following key specifications apart from the other points mentioned in the governing detailed specification: (Note: There is no existing Indian standards for Weld mesh panels for fencing Applications) Weld Shear strength: Minimum 50 % of the breaking strength of the smallest wire (In this case the vertical wire)Mesh Wire: Galvanized MS wire Specification for wire Diameter: IS 280 -2006 Tensile Strength of wire: Minimum 500 N/sq.mm Galvanizing of wire: 40 – 50 GSM as per IS 4826 (Measurement as per IS 6745) Uniformity of Coating: As per IS 2633 Adhesion test for coating: As per IS 6745 / IS 2629. Powder Coating on panels: The galvanized panels are subsequently Thermoplastic Powder Coated after welding with the thickness of minimum 250 Microns. Coating Standard:IS 13871. Powder coating should withstand 1440 Hours of salt spray testPosts are `H\" shaped post, MS material are then hot-dip galvanized to minimum 360GSM and then Thermo-plastic powder coated. Post will have with pre-welded base plate of minimum 400 MPa strength using 8mm fillet weld, Base plate will have suitable holes to use SS316 M20*300mm Anchor bolts which will be installed at site with Glue for better strength. Powder Coating on post: The hot galvanized posts are subsequently Thermoplastic Powder Coated after welding with the thickness of minimum 250 Microns. Coating Standard:IS 13871 Powder coating should withstand 1440 Hours of salt spray test , fencing system will have 600 mm dia. SS Concertina Coil (blade SS 316 and wire SS 304 ) having Tensile Strength of wire: 1400-1500 N/sq.mm, Blade Profile: FBBT, Blade Length: 66 mm, Center to Center Distance Between blades: 50mm Number of loops / coil: 56 Nos,. and 12 Swg SS304 Barbed wire. Total height of fencing to be 2.456 mtr (excludingconcertina coil) and width 2.5mtr (posts c/c) as per the detailed drawing and specifications which shall meet the BARC technical specification as directed by the Project Engineer/ Engineer-in-charge at all levels. (Design, preparation ofShop drawings by the contractor as per the site conditions and the same shall be approved by BARC/Engineer in charge before procurement/execution of work). Note : Test Certificate(s) forall material, coating . painting etc. to be provided by the bidder before and after execution of the work and the type test certificate should be from central electrochemical research institute. |
| 203 | Extra for each additional posts with accessories etc.as directed by the Project Engineer/ Engineer-in-charge at all levels for 3 m high fencing . |
| 204 | Dismantling Bituminous road including stacking of serviceable materails and disposal of unserviceable materials within 200 m lead |
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