Indian Oil Corporation Limited-IOCL has published Miscellaneous Works For Non-Plant Facilities Control Room , Pmcc Room , Administrative Building , Amenity Building , Impervious Flooring , Office And Kitchen Furniture , Storm Water Sumps Works , Sleepers , Fire Break Walls , Boundary Wall , Lan. Submission Date for this Tender is 04-11-2020. Land Development Tenders in Guntakal Andhra Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 16-Oct-2020 | Pre bid meeting link | Technical Bid | 31-10-2020 |
| 2 | 20-Oct-2020 | Prebid meeting link | Technical Bid | 04-11-2020 |
| Name of Work: MISCELLANEOUS WORKS FOR NON-PLANT FACILITIES CONTROL ROOM, PMCC ROOM, ADMININSTRATIVE BLDG, AMENITY BLDG, IMPERVIOUS FLOORING, OFFICE & KITCHEN FURNITURE, STORM WATER SUMPS WORKS, SLEEPERS, FIRE BREAK WALLS, BOUNDARY WALL, LAND DEVELOPMENT, GREEN BELT DEVELOPMENT, ALLIED WORKS, ETC. AT PROPOSED GRASSROOT PETROLEUM STORAGE DEPOT AT GUNTAKAL, ANDHRA PRADESH | |||||
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| S. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth within site and inlcuding all lifts, disposed soil to be levelled and neatly dressed | 1 | 15600 | SQM |
| 2 | 2 | Clearing grass and removal of the rubbish within the project site & disposal of the same outside site premises and at unobjectionable place.\nNote: \na. Dismantling & disposing of existing barbed wire fencing along with RCC poles/pillars etc up to ground level is inlcuded in the rate.\nb. Dismantled items shall be the property of Contractor. Rates to be quoted accordingly. | 2 | 99400 | SQM |
| 3 | 3 | Clearing jungle within the project site including uprooting of rank vegetation, grass, bush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish & disposal of the same outside the site to unobjectionable place. | 3 | 4450 | SQM |
| 4 | 4 | Earthwork: Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains or land development including dressing of sides & ramming of bottoms, lift, including removal of the excavated soil, providing shoring, strutting, dewatering as required & disposal of surplus excavated soil as directed within or outside the site at an unobjectionable place.\nNote: \na. Payment shall be restricted to PCC lines only for building works.\nb. Tenderers to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer for calculation of earth volume using Simpson's Rule in case of land development/ cutting works.\nb. Tenderers to note that the scope of works inlcude provision of permanent & temporary bench marks (RCC pedestal of size 300 mm x 300 mm approx with necessary base plate) for land development/ cutting works as per the instructions of the Site Incharge. | 4 | ||
| 5 | 4.1 | In any kind of Soil up to 1.5 m depth | 5 | 44241 | CUM |
| 6 | 4.2 | In any kind of Soil above 1.5 m depth & up to 3.0 m depth | 6 | 11050 | CUM |
| 7 | 4.3 | In any kind of Soil above 3.0 m depth & up to 4.5 m depth | 7 | 950 | CUM |
| 8 | 4.4 | Hard Rock (Blasting Prohibited) chiesel/pneumatic drilling up to 1.5 m depth | 8 | 1900 | CUM |
| 9 | 4.5 | Hard Rock (Blasting Prohibited) chiesel/pneumatic drilling above 1.5 m depth & up to 3.0 m depth | 9 | 250 | CUM |
| 10 | 5 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets & dressing of sides, ramming of bottoms,depth upto 1.5m including getting out excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing surplus excavated soil as directed, within or outside site at unobjectionable place IN ALL KIND OF SOILS\nNote: Payment shall be restricted to PCC lines only. | 10 | ||
| 11 | 5.1 | for Pipes, cables etc. Up to 300 mm dia in depths up to 1.5 m | 11 | 125 | CUM |
| 12 | 5.2 | for Pipes, cables etc. Up to 300 mm dia in depths above 1.5 m & up to 3.0 m | 12 | 75 | CUM |
| 13 | 5.3 | for Pipes,cables etc. Up to 600 mm dia in depths up to 1.5 m | 13 | 55 | CUM |
| 14 | 5.4 | for Pipes, cables etc. Up to 600 mm dia in depths above 1.5 m & up to 3.0 m | 14 | 15 | CUM |
| 15 | 6 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): | 15 | ||
| 16 | 6.1 | i) Open timbering in trench, depth not exceeding 1.5m | 16 | 460 | SQM |
| 17 | 6.2 | ii)Open timbering in trench, depth >1.5m < 3m | 17 | 460 | SQM |
| 18 | 6.3 | iii)Open timbering in trench, depth >3m < 4.5m | 18 | 460 | SQM |
| 19 | 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidation each deposited layer by ramming (mechanical means) and watering, within premises and including all leads, lifts. | 19 | 27950 | CUM |
| 20 | 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidation each deposited layer by ramming (mechanical means) and watering, within premises and including all leads & lifts. Item includes compaction using Vibratory Roller of 8 to 10 ton capacity for earth work in under optimum moisture conditions to give at least 95% of the maximum dry density (Proctor Density). | 20 | 31500 | CUM |
| 21 | 9 | Supply & filling imported earth of approved quality, in plot, trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth each deposited layer by ramming and watering. Item includes compaction using Vibratory Roller of 8 to 10 ton capacity for earth work in under optimum moisture conditions to give at least 95% of the maximum dry density (Proctor Density).\nNote:\na. Tenderer to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer.\nb. Tenderers to note that the scope of works inlcude provision of permanent & temporary bench marks (RCC pedestal of size 300 mm x 300 mm approx with necessary base plate) as per the instructions of the Site Incharge.\nc. Tenderers to note that approval from IOC shall be obtained for the imported earth & quarry used for mass filling & necessary test reports from a Govt Engg Colleges/Universities have to be submiited for the parameters specified by IOC prior to undertaking filling in the site.\nd. Item rate is inclusive of applicable Royalty for the imported earth/ Specific approval to be obtained from concerned Statutory Authorities. Necessary Royalty receipts/ NOC to be submitted by the Contractor.\nf. Net quantity of compacted earth shall be paid & no compensation whatsoever on account of subsidence of soil etc shall be permitted. | 21 | 13471 | CUM |
| 22 | 10 | Providing and injecting chemical emulsion for pre-constructional anti-termite treatment & creating a chemical barrier under & around column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along external perimeter of building, expansion joints, surrounding of pipes & conduits etc. @ 1 litre per hole , 300 mm apart inlcuding drilling 20 mm dia holes complete as per IS specifications (IS:6313) confirming to manufacture and as directed by IOCL | 22 | 263 | SQM |
| 23 | 11 | Providing and laying dry stone hard rubble Soling under floor, ramps, walls, foundations, trenches etc. & for similar situations at plinth level / below plinth level including laying in regular lines, levels, interstices filled with smaller stones/ chips of appropriate size and sand consolidated with copious watering as specified & finished to the required levels etc. as instructed by Site Engineer. | 23 | 650 | CUM |
| 24 | 12 | Supplying and Local sand filling within the grading zone V of fine aggregates specified in table 3.1 , clause 3.1.3 of attached specifications, in plinth, under floors, pipeline corridors, landscaping, drain beds etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing complete | 24 | 659 | CUM |
| 25 | 13 | Centering and shuttering including strutting, propping etc. and removal of form work for PCC/RCC in foundations, footings, bases of column (with Props or Tubular/ MS Structure or Metallic sheets or 12 mm thk waterproof ply as applicable, directions of the Site Engineer & per enclosed specifications) | 25 | ||
| 26 | 13.1 | for PCC in foundations, footings, bases of column etc | 26 | 1727 | SQM |
| 27 | 13.2 | Foundations,footings,bases of columns, etc. for RCC | 27 | 12200 | SQM |
| 28 | 13.3 | Walls (any thickness) including attached pilasters, buttress, plinth and string courses etc for RCC. | 28 | 100 | SQM |
| 29 | 13.4 | Lintels, beams plinth beams,girders bressumers and cantilevers for RCC | 29 | 3020 | SQM |
| 30 | 13.5 | Columns, Pillars, Piers, Abutments, Posts and Struts for RCC. | 30 | 7429 | SQM |
| 31 | 13.6 | Stairs, (excluding landings) except spiral-staircases for RCC | 31 | 180 | SQM |
| 32 | 13.7 | Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ) | 32 | 4525 | SQM |
| 33 | 13.8 | Vertical and horizontal fins individually or forming box, louver bands facias and eaves boards. | 33 | 1725 | SQM |
| 34 | 14 | Plain & Reinforced Concrete Works (PCC/RCC): Providing and laying in position, machine batched, machine mixed design mix of specific grade of cement concrete for plain/ reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate/retard setting of concrete,improve workability without impairing strength and durability as per direction of Site Engineer. (Minimum Cement content shall be as specified for individual grade of Concrete. Less cement used as per design mix is recoverable separately).\nNote:\na. Batch mixing plant of capacity to be approved by Site Engineer for the works shall be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternately, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.\nb. Contractor shall be permitted to convert design mix of concrete to be arrived at based on laboratory testing into suitable volumetric mix in to order to achieve required design strength.\nc. Mixing of concrete shall be with Weigh Batch mixing plant of adequate capacity to be approved by Site Engineer. Mechanical mixer can be used for placing concrete up to 5 CUM/ shift with specific approval of Site Engineer.\nd. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. Item rate is inclusive of necessary surface finishes like broom/ rough finish as per the scope of works & directions of Site- Incharge.\ne. Curing of concrete inlcuding supplying & providing water & Compaction shall be part of the rates.\nf. Item to be operated for all types of floors, footings, beams, columns, copings, pipe/ drain culverts, Cable tunnel or other concrete structures as required at site at all levels. Payment shall be made as per drawing dimensions.\ng. Item rate is inclusive of Submitting Design Mix reports & test reports from Govt Engg Colleges/Universities as per the directions of the Site Engineer.\nh. No additional payment shall be given for the cement consumed beyond minimum specified cement content. | 34 | ||
| 35 | 14.1 | M-10 grade plain cement concrete (Min cement content considered @ 220 kg/cum) - At all levels | 35 | 1948 | CUM |
| 36 | 14.2 | M-15 grade plain cement concrete (Min cement content considered @ 240 kg/cum) - At all levels | 36 | 1391 | CUM |
| 37 | 14.3 | M-20 grade plain cement concrete (Min cement content considered @ 300 kg/cum) - At all levels | 37 | 10 | CUM |
| 38 | 14.4 | M-15 grade Reinforced cement concrete (Min cement content considered @ 240 kg/cum) - Above Plinth & Up to Floor Level 5 | 38 | 100 | CUM |
| 39 | 14.5 | M-20 grade Reinforced cement concrete (Min cement content considered @ 300 kg/cum) - Above Plinth & Up to Floor Level 5 | 39 | 100 | CUM |
| 40 | 14.6 | M-25 grade Reinforced cement concrete (Min cement content considered @ 330 kg/cum) - Above Plinth & Up to Floor Level 5 | 40 | 225 | CUM |
| 41 | 14.7 | M-25 grade Reinforced cement concrete (Min cement content considered @ 330 kg/cum) - Up to Plinth | 41 | 100 | CUM |
| 42 | 15 | Providing weep holes using PVC pipe of 75 mm dia (6 kg/sqcm) at regular intervals, inlcuding providing pebbles & sand packing/mesh for draining seepage water & as per directions at site. | 42 | 4600 | EA |
| 43 | 16 | Providing and making expansion joint 25 mm wide including supplying & providing 25 mm thick bitumen impregnated fiber board (Shalitex of M/s.Shalimar or approved equivalent). The top 15mm of the joint shall be cleaned and filled with NITOFLOR FC 140 putty sealing compound (M/s.Fosroc/ Pidilite or equivalent) including cleaning, etc complete as per drawings and as per directions of the site engineer. The joint & the fiber board shall be for the entire depth of the concrete wall/ slab | 43 | 186 | SQM |
| 44 | 17 | Providing & laying design mix cement concrete of M-30 grade using automatic batching plant, machine batched, machine mixed (or RMC plant at no extra cost to IOCL) including transportation to site in transit mixer for roads driveways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as/approved & specified design criteria,providing dowel bars with sleeve/ tie bars wherever reqd,laying at site,spreading & compacting,mechanically by screed board vibrators, vacuum dewatering process, including providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete and finally finished by floting,brooming with wire brush including steel form work with sturdy MS.channel sections, curing making provision for contraction/expansion,construction and longitudinal joints (10 mm wide x 50 mm deep ) by groove cutting machine, providing and filling joints with approved joint filler and sealants,complete all as/direction of Site-In-Charge (Dowel & tie bars to be paid separately under reinforcement) \nNote:- \na. Batch mixing plant of capacity to be approved by Site Engineer for the works shall be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternately, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.\nb. No additional payment shall be given for the cement consumed beyond minimum specified cement content. | 44 | 5 | CUM |
| 45 | 18 | Providing and making expansion joint 25 mm wide including supplying & providing 25 mm thick bitumen impregnated fiber board (Shalitex of M/s.Shalimar or approved equivalent). The top 15mm of the joint shall be cleaned and filled with putty sealing compound (M/s.Fosroc - NITOFLOR FC 140 / Pidilite or equivalent) including cleaning, provididing 25 mm dia Dowel bar, 40 Dia G.I. pipe (Heavy Duty) with cap & filled with cotton waste etc complete as per drawings and as per directions of the site engineer. \nNote: \na. The joint & the fiber board shall be for the entire depth of the concrete slab | 45 | 570 | M |
| 46 | 19 | Providing and laying in position machine batched, machine mixed design mix of M-15 grade Plain cement concrete (Min cement content considered @ 240 kg/cum) in a layer of 100 mm thick each for impervious floor for Tank dyke area same as above in Item no: 14, including providing 1 mm thick balck LDPE film as per IS:2508-1984 with jointing in the film using heat-sealed insitu during laying of the film, with a 3 sealer iron and checked carefully sandwitched between 2 individual layers of 50 mm thick local sand filling within the grading zone V of fine aggregates specified in table 3.1 , clause 3.1.3 of attached specifications.\nNote: \na. Each deposited layer to be compacted by ramming, watering, curing & dressing.\nb. Rate is inclusive of Hacking of concrete layer & providing cement slurry @ 3.3 kg/ SQM for adhesion between the 2 layers of concrete. | 46 | 7000 | SQM |
| 47 | 20 | Providing & laying 80mm thick factory made Pre-cast cement concrete interlocking paver block of M 40 grade made by block making machine with strong vibratory compaction & of approved size and design/ shape shade and manufacturers and as per IOCL's specifications. The paver block will have peripheral chamfer,with average crushing strength more than 40 N/Sq.mm as/ BS6717 Part -1(1986), maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length & width and +/- 3mm on on thickness. The job includes supplying & laying a layer of 50mm thick clean course sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand,compacting with machine vibrator to required line and level, etc. complete.(Payment for provision of edge restraints shall be made separately);- Grey or Coloured 80mm thick paver blocks\nNote: Herringborne pattern to be used for laying & rate is inclusive of the same. | 47 | 500 | SQM |
| 48 | 21 | Supply of Reinforcement for RCC including straightening, cutting, bending, placing in position & binding all complete at all levels using Thermo Mechanically Treated (TMT) Bars Fe 500 grade,Conforming to IS1786.\nNote: \na. Rate includes the cost of binding wire, laps, chairs & spacer bars which shall not be measured for the purpose of payment.\nb. Reinforcement shall range from 6 mm dia to 32 mm dia as per drawings.\nc. Rate also inlcudes providing necessary cover blocks in CM 1:2 as per required thickness & as per drawings.\n | 48 | 89 | TO |
| 49 | 22 | Brick Work (Rate is inclusive of curing of masonry including supplying & providing water, scaffolding as required & associated labour) | 49 | ||
| 50 | 22.1 | Brick work with Class Designation 50 bricks in Cement mortar 1:4 (1 cement : 4 coarse sand) in foundation & UP TO PLINTH | 50 | 50 | CUM |
| 51 | 22.2 | Brick work with Class Designation 50 bricks in Cement mortar 1:4 (1 cement : 4 coarse sand) in superstructure ABOVE PLINTH AND UP TO FLOOR V LEVEL | 51 | 3750 | CUM |
| 52 | 22.3 | Half brick masonry (115 mm thick) with Class designation 50 bricks in Cement mortar 1:4 ( 1 cement : 4 coarse sand) IN superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL inlcuding providing and placing in position 2 Nos. 6mm dia. M.S. bars, including providing 75mm thk. horizontal band in CC mix 1:2:4 at every third course of half brick masonry. | 52 | 960 | SQM |
| 53 | 22.4 | 7 Cm Thick Brick work in cement mortar 1:3 (1 cement:3 coarse sand) in superstructure | 53 | 283 | SQM |
| 54 | 23 | Providing and laying Random rubble masonary with hard stone in All Levels including levelling up with cement concrete 1:5:10 (1 cement : 5 coarse sand: 10 graded stone aggregate 20mm nominal size) RR Masonary in CM 1:5 (1 cement : 5 coarse sand), including providing bond stones at 1.8 m c/c in each layer and raking the exposed joints including necessary scaffolding, curing, lead and lift for all materials, labour etc complete | 54 | 15 | CUM |
| 55 | 24 | Plastering & Finishing\nNote: \na. Rate is inclusive of curing of plaster including supplying & providing water, scaffolding as required & associated labour.\nProviding and laying cement plaster on surfaces with Coarse/ Fine sand (as applicable) including curing, scaffolding etc. | 55 | ||
| 56 | 24.1 | In 20 mm thick cement plaster of mix 1:4 (1 cement: 4 coarse sand) with sponge/ rough texture finish | 56 | 7770 | SQM |
| 57 | 24.2 | In 20 mm thick cement plaster of mix 1:4 (1 cement: 4 coarse sand) with providing Neat cement punning for Oil drains & other places as per the instructions of Site Engineer | 57 | 5800 | SQM |
| 58 | 24.3 | In 18 mm thick cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge. | 58 | 15513 | SQM |
| 59 | 24.4 | 18mm thick Cement plaster skirting with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement. | 59 | 100 | SQM |
| 60 | 24.5 | In 12 mm thick Cement plaster of mix1:4 (1 cement: 4 coarse sand) | 60 | 3864 | SQM |
| 61 | 24.6 | In 6 mm thick plaster of mix 1:3 (1 cement: 3 fine sand) | 61 | 8150 | SQM |
| 62 | 25 | Providing and fixing 150 mm wide 24 SWG Chicken Wire mesh between junctions of column/beam and walls, fixed with U nails 150 mm centre to centre before plastering the junction. | 62 | 500 | SQM |
| 63 | 26 | Forming groove of uniform size from 12x12mm and upto 25x15mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Site In-Charge. | 63 | 2835 | M |
| 64 | 27 | Painting & Finishing (including Scaffolding & Curing)\nNote: All rates are inclusive of executing in a required pattern to be approved by IOC & all colour shades to be used as part of the pattern. | 64 | ||
| 65 | 27.1 | Providing and applying plaster of Paris putty of 2 mm average thickness over plastered surface to prepare the surface even and smooth complete | 65 | 7450 | SQM |
| 66 | 27.2 | Applying one coat of Acrylic emulsion compatible primer of approved brand and make on wall surface & painting with silicon & acrylic emulsion based water thinnable interior paint with 2 or more coats. | 66 | 8470 | SQM |
| 67 | 27.3 | Finishing walls with Acrylic Smooth exterior paint (Anti-fungus & Weatherproof) of required shade with Two or more coat applied @ 1.67 ltr/10 sqm over & including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. | 67 | 45545 | SQM |
| 68 | 27.4 | Finishing walls with textured exterior paint (Anti-fungus & Weatherproof) of required shade with Two or more coats applied @ 3.28 ltr/10 sqm, over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. | 68 | 1875 | SQM |
| 69 | 27.5 | Painting & finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm over one coat of cement primer of approved brand and manufacture on wall surface (Rate is inclusive of Scaffolding & Curing) | 69 | 17070 | SQM |
| 70 | 27.6 | Lettering with paint of approved colour and brand (unit per cm per letter) | 70 | 500 | EA |
| 71 | 27.7 | Engraving letters in hard stone (unit per cm per letter) | 71 | 500 | EA |
| 72 | 28 | Flooring & Finishing\nNote:\na. Payment shall be made on finished floor area/ dado/ skirting & finishing only. No extra payment shall be made towards additional thickness of bedding to match level of adjoining floors.\nb. Flooring shall be laid including patterns/ all colours to be provided during execution of works & as such cost quoted to include the same.\nc. Sample of Granite/Kota stones, Tiles, flooring sheets, wooden panel floors etc shall be approved by Site Engineer before ordering & delivering to site.\nd. Job includes supplying & providing water for curing as applicable. | 72 | ||
| 73 | 28.1 | Providing 52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound is mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, 2mm thick PVC strip at desired spacing, cost of nosing in steps Complete.\nNote: Item rate includes supplying and providing skin reinforcement in weld mesh 3 mm dia, 50 mm x 50 mm square to be provided in 40 mm thick CC floor mentioned above. | 73 | 100 | SQM |
| 74 | 28.2 | Providing Shock/Sound/Fire proof/ Anti-slip/ Hard wearing/ floor made of Rubber (recycled SBR) mat of approved make & nominal thickness 20 mm over Structural flooring in Control Room area including laying, jointing with adhesives, finsihing etc complete & as per the directions of the Site Engineer | 74 | 300 | SQM |
| 75 | 28.3 | Supplying & Providing Stone flooring with 18mm thick Granite stone (sample of stone shall be approved by Site Engineer) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry including polishing.\nNote: Item rate includes providing Mirror polishing to the exposed surface of the Granite stone & also grey cement slurry mixed with pigment to match the shade of Granite stone. | 75 | 440 | SQM |
| 76 | 28.4 | Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters,sills, jambs, soffits, facias, dado, skirting, risers & similar locations of required size of shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement mixed with matching pigment,epoxy touch ups, including rubbing,curing moulding & polishing to edge to give high gloss finish etc. complete at all levels.\nNote:\na. Item rate includes providing Mirror polishing to the exposed surface of the Granite stone & also grey cement slurry mixed with pigment to match the shade of Granite stone.\nb. Item rate also includes providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters & similar location in Granite/stone work including necessary holes for pillar taps etc.including rubbing and polishing of cut edges etc.complete | 76 | 5 | SQM |
| 77 | 28.5 | Providing edge moulding to 18mm Granite stone counters,Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in- Charge. | 77 | 1100 | M |
| 78 | 28.6 | Providing and laying Flame Processed Granite, 18-20 mm thick minimum, in single piece (length not exceeding 2m), for treads of staircase laid on 12mm thick (min) cement mortar 1:3 and jointed with cement slurry mixed with pigment to match the shade of the stone wherever required including nosing, etc. complete as required. | 78 | 200 | SQM |
| 79 | 28.7 | Providing and laying 25mm Thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing wax polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) | 79 | 30 | SQM |
| 80 | 28.8 | Providing and laying Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) jointed with grey cement slurry mixed with pigment to match the shade of the slabs,including rubbing wax polishing complete.\nNote: Item rate includes providing Kota stone in treads of steps and risers using single length (not exceeding 2 m). | 80 | 50 | SQM |
| 81 | 29 | Providing & laying vitrified floor tile (10-12 mm thick as per manufactirer) in different sizes with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar as specified with coarse sand, including grouting the joints with white cement and matching pigments etc., complete for flooring/skirting as specified.\nNote: \na. For WC area, the tiles shall be Anti-skid type at no extra cost to IOC. | 81 | ||
| 82 | 29.1 | Flooring with size of Tiles up to 60 x 60 CM in cement mortar 1:4 | 82 | 930 | SQM |
| 83 | 29.2 | Skirting/ Dado with size of Tiles up to 60 x 60 CM in cement mortar 1:3 | 83 | 20 | SQM |
| 84 | 29.3 | Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness as specified by the manufacturer ) of approved make in all colours,shades except burgundy,bottle green,black of any size as approved by Site Engineer in skirting,risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade. | 84 | 625 | SQM |
| 85 | 29.4 | Providing & laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigments etc., complete. | 85 | 15 | SQM |
| 86 | 30 | Providing and fixing with 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Site Engineer. | 86 | ||
| 87 | 30.1 | Flooring Tiles with size up to 60 x 60 CM in 10 mm thick cement mortar 1:4 | 87 | 150 | SQM |
| 88 | 30.2 | Skirting/ Dado Tiles with size up to 60 x 60 CM in 12 mm thick cement mortar 1:4 | 88 | 3 | SQM |
| 89 | 31 | Providing & laying 25 mm thick wooden planking, tongued and grooved in flooring, including fixing with iron screws complete with Second class deodar wood including Providing and fixing moulded PVC/ T.W. skirting at the junction of floor and wall as approved by Site Engineer including fixing to wall, mending good damages, complete including Two or more coats of French spirit polishing, including a coat of wood filler & Varnishing with varnish of approved brand and manufacture with Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish. | 89 | 360 | SQM |
| 90 | 32 | Chequered precast cement concrete tiles 22 mm thick in walkway slab, footpath, courtyard & any other place as per drawings & instruction of Site Engineer jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). TILES OF DARK SHADE USING ORDINARY CEMENT | 90 | 1115 | SQM |
| 91 | 33 | Precast terrazzo tiles 22mm thick with graded marble chips of size upt 12mm laid in floors, landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing & wax polishing complete precast tiles on 20mm thick bed of cement mortar 1:4, (1cement :4 coarse sand) : LIGHT SHADE USING WHITE CEMENT | 91 | 160 | SQM |
| 92 | 34 | Doors/ Windows/ Ventilators/ Partitions/ False Ceiling/ Rolling Shutter/ Grills/ Gates/ Structural Steel/ Fencing/ Roof sheeting/ SS Hand railing works\nNote:\na. All Aluminium sections to be used shall be out of Magnesium Silicon Alloy with matt finish & with anodised film of approved colour of thickness not less than 15 microns.\nb. Alluminium doors and windows shall be fixed on granite/ marble framework. The items shall also include providing and filling approved silicon sealant as required to ensure water tightness, protection of installed items.\nc. No extra payment will be made towards wastage. | 92 | ||
| 93 | 34.1 | Providing & Fixing 15mm thick densified regular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture spintone/cosmos / Hexa or equivalent of size 595 x 595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 24x38mm made from 0.33mm thick (minimum) sheet, spaced 1200mm centre to centre, and cross "T" of size 24x28mm made out of 0.33mm (Minimum) sheet, 1200mm long spaced between main'T' at 600mm centre to centre to form a grid of 1200x600mm and secondary cross 'T' of length 600mm and size 24 x28mm made of 0.33mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600mm panel to from grid of size 600x600mm resting on periphery walls / partitions on Perimeter wall angle pre- coated steel of size(24x24X3000mm made of 0.40mm thick (minimum) sheet with the help of rawl plugs at 450mm centre to centre with 25mm long dry wall screws @ 230mm interval and laying 15mm thick densified edges calcium silicate ceiling tiles of approved texture (Spintone/Cosmos/hexa) in the grid including,cutting/ making opening for services like diffusers, grills,light fittings, fixtures, smoke detectors etc., wherever required, Main 'T' runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6mm ceiling with 12.5 mm dia and 50mm long dash fasteners, 4mm G.I. adjustable rods with galvanised steel level clips of size 85x30x0.8 mm spaced at 1200mm centre to centre along main'T', bottom exposed with 24mm of all T-sections shall be pre-painted with polyester baked paint for all heights,as per specifications,drawings & as directed by engineer-in- charge. Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames /opening (cut outs) having area less than 0.30 sqm.The calcium silicate tile shall have NRC value of 0.50(Minimum), light reflection > 85%, non - combustible as per B.S. 476 part IV, 100% humidity resistance & also having thermal conductivity<0.043 w/m 0 KC | 93 | 650 | SQM |
| 94 | 34.2 | Providing and supplying structural glazing (partly openable) including aluminum extruded tubular and other aluminium sections as per architectural drawings and approved shop drawings, the aluminium qty as per 6063 T5 or T6 as per BS 1474, including super durable powder coating of 60-80 microns conforming to AAAMA 2604 of required colour and shade as approved by Architect, including supplying and fixing of glass panels as per specification as approved by Architect, necessary brackets, cleats, sleeves, screws, sealants, stays etc., fixing the frame with RCC or Brick masonry structure, mending good damages, complete.\nNote: Measurement of Glass panels shall be under respective item. | 94 | 96 | SQM |
| 95 | 34.3 | Providing wood work in frames of doors, windows, clerestory windows & other frames, wrought framed and fixed in position with Sal wood | 95 | 1 | CUM |
| 96 | 34.4 | Providing & fixing panelled or panelled & glazed shutters for doors, windows and clerestory windows in 35 mm thick shutters in Second class teak wood including ISI marked MS pressed butt hinges bright finished of required size with necessary screws excluding, panelling which will be paid for separately, all complete incl beading and as per direction of Site In-Charge | 96 | 35 | SQM |
| 97 | 34.5 | Providing and fixing panelling or panelling and glazing in panelled or panelled & glazed shutters using Decorative plywood ,5 ply, 9 mm thick both side decorative veneer (Type 1) conforming to IS 1328 BWR type for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : | 97 | 14 | SQM |
| 98 | 34.6 | Providing & fixing ISI mark flush door shutters with 35mm thick including ISI marked Stainless Steel butt hinges with necessary screws conforming to IS:2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains/cross bands & face veneers on both faces of shutters | 98 | 15 | SQM |
| 99 | 35 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions,at top, bottom & sides with with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be Anodized, Coloured, smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws including fixing all complete as per drawing & the directions of Site In-Charge. (Cost of glazing or panels to be paid for separately) | 99 | ||
| 100 | 35.1 | For shutters of doors, windows & ventilators with Powder coated aluminium sections including providing fixing hinges/ pivots & making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) | 100 | 2300 | KG |
| 101 | 35.2 | Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections including providing fixing hinges/ pivots & making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) | 101 | 310 | KG |
| 102 | 35.3 | Providing and fixing 12mm thick Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side.flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per directions of Engineer in charge | 102 | 70 | SQM |
| 103 | 36 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Site In-Charge . (Cost of aluminium snap beading shall be paid in basic item): | 103 | ||
| 104 | 36.1 | With float glass panes of 4.0 mm thickness | 104 | 30 | SQM |
| 105 | 36.2 | With float glass panes of 6.0 mm thickness | 105 | 315 | SQM |
| 106 | 37 | Providing and fixing double action hydraulic floor spring With stainless steel cover plate of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot & single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Site In-Charge. | 106 | 30 | EA |
| 107 | 38 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with Powder coated minimum thickness 50 micron aluminium tubular handle bar, SS screws etc .complete as per direction of Site In-Charge. | 107 | 30 | EA |
| 108 | 39 | Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. | 108 | 25 | EA |
| 109 | 40 | Providing and fixing aluminium round shape handle of outer dia 100mm with Powder coated minimum thickness 50 micron SS screws etc. complete as per direction of Engineer-in- charge | 109 | 40 | Nos |
| 110 | 41 | Providing & fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS:1868 with minimum anodic coating of grade AC 25 of approved design/pattern, with approved standard section & fixed to the existing window frame with C.P.brass /stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Site Engineer.(Only weight of grill to be measured for payment) | 110 | 100 | KG |
| 111 | 42 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Site Engineer (Door handle, Pivot, lock and stopper etc. are included in the item except Floor spring).\nNote: \na. Rate to include water tight sealing of glass to glass joints with Sillicone sealants whereever applicable.\nb. Glazing of Control room West side is to be operated under same item at no extra cost to IOC including all SS clamps/ brackets between glass panels. | 111 | 80 | SQM |
| 112 | 43 | Providing & fixing Glass canopy with 12 mm thick toughened glass over Entrance of Admin/ Amenity building & any other place with suspension frame as per manufacturer's specification, SS cable suspension members including fitting, fixing complete.\nNote: \na. Rate to include water tight sealing of glass to glass joints with Sillicone sealants whereever applicable, SS suspension cable of 10 mm dia or more, SS clamps on building side & Canopy side, SS structural frame, Brackets, cleats etc. | 112 | 30 | SQM |
| 113 | 44 | Providing & fixing fire resistant door frame of section 143x57mm having built in rebate made out of 16 S.W.G. GI sheet (zinc coating not less than 120gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10X4 mm (minimum) alround the frame & fixing with dash fastner of approved brand fire resistant primer etc. complete as per direction. (Dash fastner to be paid seperately. | 113 | 10 | M |
| 114 | 45 | Providing and fixing 50mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II) tested and certified as per laboratory approved by Site In-Charge, with suitable munting on door frame consisting of vertical stiles, lock rail, top rail 100mm wide, bottom rail 200mm wide, made out of 16 SWG G.I. sheet (zinc coating not less than 120gm/sqm, duly filled FR insulationmaterial and fixing withnecessary S.S. ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. complete as per direction of Site In-Charge (panelling to be paid for seperately. | 114 | 10 | SQM |
| 115 | 46 | Providing and fixing panic bar/ latch (double point) fitted with a single body, Trim Latch and Lock on back side of Panick Latch of approved brand having minimum 60 minutes fire resistance. | 115 | 5 | EA |
| 116 | 47 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length,jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire as per IS 4454 Part-I & M.S. top cover of required thickness for rolling shutters:- 80x1.25mm MS laths with1.25 mm thick top cover.\nNote: Item rate includes mechanical device chain and crank operation for operating rolling shutters. | 116 | 100 | SQM |
| 117 | 48 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia. M.S. bar instead of laths as per design approved by Engineer-in- charge.(area of grill to be measured). | 117 | 55 | SQM |
| 118 | 49 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop, all as per standard design complete. | 118 | 35 | EA |
| 119 | 50 | Structural steel work in all sections fixed with or without connecting plate including cutting, hoisting, fixing in position and including Surface preparationof the structures as per SA 2.5 & painting the same with 2 coats of P3 primer, and 2 coats of F6 finish paint of approved colour and shade as per enclosed specifications & as per site direction.\n | 119 | 28 | TO |
| 120 | 51 | Providing & fixing of MS tubes of approved size, welding etc. to steel ladder railing, balcony railing & staircase railing, gates all other places as required including Surface preparationof the structures as per SA 2.5 & painting the same with 2 coats of P3 primer, and 2 coats of F6 finish paint of approved colour and shade as per enclosed specifications & as per site direction. | 120 | 12 | TO |
| 121 | 52 | Providing & fixing Structural steel work in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting,hoisting,fixing in position Surface preparation of the structures as per SA 2.5 & painting the same with 2 coats of P3 primer, and 2 coats of F6 finish paint of approved colour and shade as per enclosed specifications & as per site direction. | 121 | 7 | TO |
| 122 | 53 | Structural steel work in 6 mm thick chequered plate including cutting, hoisting, fixing in position and including mechanical cleaning of the structures & painting the same with 2 coats of P3 primer, and 2 coats of F6 finish paint of approved colour and shade as per enclosed specifications & as per site direction.\nNote: Quantity of stiffener angle in the under surface of chquered plate shall be paid separately under MS structural steel work item\n | 122 | 540 | SQM |
| 123 | 54 | Providing & fixing MS grills of required pattern in frames of windows etc. with M.S. flats, square or round bars ncluding mechanical cleaning of the structures SA 2.5 & painting the same with 2 coats of P3 primer, and 2 coats of F6 finish paint of approved colour and shade as per enclosed specifications & as per site direction etc. all complete. | 123 | 8 | TO |
| 124 | 55 | Providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia 10metre openable length(total length 90m) having 50 nos. rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Site In-Charge with reinforced barbed tape (RBT)/ Spring core(2.5mm thick)wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478gm/metre. (cost of M.S. angle, C.C.blocks shall be paid separately) | 124 | 4000 | M |
| 125 | 56 | Providing & fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Site In-Charge) of bare metal thickness 0.50mm as per ASTM A446 having yield stress of 275mpa, surface shall have hot dip metallic coating of Aluminium Zinc alloy comprising of 55% aluminium,43.5% zinc & 1.5% silicon, with 5-7 micron epoxy primer and polyester top coat of 15-18 micron on both sides,total coated thickness(TCT) of 0.58mm.Sheet shall have protective guard film of 25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6m or as desired by Site In-Charge.\nNote: Rate inlcudes providing water tight sealing with Sillicone Sealant for all the joints wherever applicable. | 125 | ||
| 126 | 56.1 | Profile Sheet for roofing & cladding | 126 | 250 | SQM |
| 127 | 56.2 | Plain Sheet for Ridges & Barge Boards (500 - 600mm) | 127 | 30 | SQM |
| 128 | 56.3 | Plain sheet for Flashings/ Aprons.( Upto 600 mm) | 128 | 15 | SQM |
| 129 | 56.4 | Plain Sheet for Gutter .(600 mm over all girth). | 129 | 60 | SQM |
| 130 | 57 | Supplying, providing, fixing Self contained Aluminum based 24” dia TURBO AIR VENTILATOR, with Throat size of 24”, Ventilator Dia:31”, Number of Fins: 42 or more with steel/ aluminium shaft, ball bearing, Base made of FRP Hood with profile matching to roof sheet & with profile length of 6ft & as per the directions of Site Engineer | 130 | 15 | EA |
| 131 | 58 | Supply, providing, fixing of Sky light panels made of minimum 2 mm thick corrugated Poly carbonate sheet to withstand over 235 lbs./in. of impact within a temperature range of - 40°F to 240°F, transmitting visible light - up to 91%, opaque to ultraviolet light at wavelengths below 385 nanometers to match the profile of roofing sheet & as per the directions of Site Engineer | 131 | 35 | SQM |
| 132 | 59 | Supply, providing, fixing of Rubber fenders using minimum 300 mm wide & 50 mm thick high quality hard wearing UV resistant, suitable for heavy impact SBR rubber with drilled holes @ every 1 m c/c minimum for loading/ unloading platform of Warehouse with necessary studs, fasteners on to the nosing channel/ angle & as per the directions of Site Engineer. | 132 | 180 | M |
| 133 | 60 | Supplying, providing, fitting fixing 900mm high staircase railing with SS 304 L matt finish handrail with non-breakable glass guard panels with SS 304 L 38 mm dia 16 g vetrical balustrades, SS 304 L 19 mm dia 16g horizontal memners (2 no), 8 mm thk, clear toughened glass duly etched at borders as per direction, 100 mm dia 16 g of bright brass sphere on top of vertical supports with approved pattern & design, fixed to SS posts with SS clamps, screws etc including fixing to RCC floor, walls, stairs etc with SS flange, mending good damages complete as per the directions of Site Engineer.\nNote: Measurement shall be along the hand rail of the entire staircase. | 133 | 30 | M |
| 134 | 61 | WATER PROOFING WORKS | 134 | ||
| 135 | 61.1 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies,terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Site In-Charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Site In-Charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Site In-Charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Site In-Charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Site In-Charge including laying glass fibre cloth of approved quality in top layer of plaster & finally finishing surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order & as directed and specified by the Site In-Charge : with average thickness of 120 mm and minimum thickness at khurra as 65 mm. | 135 | 2495 | SQM |
| 136 | 61.2 | Providing & laying pressed clay tiles (as per approved pattern 20 mm nominal thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete | 136 | 900 | SQM |
| 137 | 61.3 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design by chasing 75x75mm deep. | 137 | 680 | M |
| 138 | 61.4 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size ) over the P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. | 138 | 60 | EA |
| 139 | 61.5 | Providing & laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. 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 & sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | 139 | 430 | SQM |
| 140 | 62 | SANITARY/ PLUMBING/ DRAINAGE/ BOREWELL WORKS | 140 | ||
| 141 | 62.01 | Supply, fixing, testing and commissioning of vitreous china wall mounted type European water closet (M/s Hindware - CORNICE Model or approved equivalent IVORY COLOUR) with Anti-bacterial, germ-free ceramic surface, Water saving dual flush (3/6 ltrs) Ceramic Cistern. Item includes Quiet close seat & cover, SS hinges & rubber buffers for the covers, rag bolts for mounting the unit, concealed P trap, etc as per standards; All accessories forming part of the unit shall be consideredincluding connection from the Stop cock to the EWC by means of SS flexible pipe of required diameter. | 141 | 21 | EA |
| 142 | 62.02 | Supply, fixing, testing and commissioning vitreous china Orissa pan Indian water closet of size 530 X 430 mm (M/s Hindware - ACU PAN Model or approved equivalent IVORY COLOUR) with P/ S trap with Anti-bacterial, germ-free ceramic surface, Water saving dual flush (3/6 ltrs) sleek fresh Dual (M/s Hindware or approved equivalent) PVC Cistern IVORY Colour. The cost to include necessary cutting in the floor, fixing the IWC pan, PCC works etc complete. All accessories forming part of the unit shall be considered including connection from Stop cock to the Cistern by means of SS braided flexible pipe of adequate length & from Cistern to the IWC by means of suitable CPVC piping shall also be considered. | 142 | 16 | EA |
| 143 | 62.03 | Supply & fixing,testing and commissioning of Handshower (Health Faucet) [M/s JAL - Duke model Cat No: 9215 or approved equivalent] including necessary flexible SS tube & wall bracket (M/s. JAL Duke model Cat no: 481) etc complete in all respects. | 143 | 32 | EA |
| 144 | 62.04 | Supply fixing,testing and commissioning of vitreous china/stone under counter round wash basin (M/s. Hindware - round under counter, Cat No: 10065, IVORY COLOUR) with Chrome-plated cap for overflow hole CP brass waste assembly (M/s. JAL Make Cat No: 1052), CP brass bottle trap with extension piece (M/s. JAL Make Elegant model 32 mm Cat No: 1861), wall flanges and rubber adapters for waste connection, fixing in granite platform.; Supply & fixing of pressmatic taps (pillar cock auto shut pillar tap) [Ms. JAL Make Cat No: 76210] and making good the walls floors wherever required complete. | 144 | 50 | EA |
| 145 | 62.05 | Supply & fixing,testing and commissioning of vitreous chinaware flush back urinal of Size 710 X 450 X 330mm (M/s Hindware, OLYMPUS IVORY COLOUR) with overhead spray hole, built in water seal, mounted on Z brackets as per manufacturer's recommendations, M/s Jal make or equivalent pressmatic wall mounted flush (Cat no: 311 or equivalent) with SS flexible hose cpnnected to the urinal , required size of CPVC piping for the inlet & outlet including cutting and making good the walls and floors where required.; Unit shall also include Supplying & fixing concealed type fast flush valve of ( M/s. JAL - concealed flush valve, Cat No: J 287) with control cock of 32 mm with operation plate . All accessories forming part of the unit shall be considered. | 145 | 20 | EA |
| 146 | 62.06 | Supply fixing testing and commissioning of Aerosol dispensor (M/s. Aero Fresh Cat no: DC 321) with battery and first fill of fragrance including fixing etc complete as required. | 146 | 15 | EA |
| 147 | 62.07 | Providing and fixing 15 mm nominal bore CP brass bib cock of auto shut type & in-built control cock (M/s. JAL Make Cat No: 76310). | 147 | 110 | EA |
| 148 | 62.08 | Supply, fixing, testing and commissioning of solid state, no touch operting, fully hygienic SS hand drier (M/s. Aero fresh, Prima 1 model ) with blower, continuous repeat usage, ON/ OFF controls including providing necessary bracket, cable from drier to plug, plug top key and lock etc. complete as required. | 148 | 8 | EA |
| 149 | 62.09 | Supply,fixing,testing and commissioning of fully hygienic liquid soap dispenser with metallic bottle (M/s. Jaquar Make Cat No: 1137 N) including providing necessary bracket for fixing as required including cutting & making good the wall etc complete. | 149 | 2 | EA |
| 150 | 62.1 | Supply & fixing of SS toilet paper holder of recessed type (Jaquar Make Cat No: 1553),including cutting and making good the walls wherever required etc complete | 150 | 32 | EA |
| 151 | 63 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required, Kitchen Sink with Drain board | 151 | ||
| 152 | 63.1 | Sink with drain board 510x1040mm bowl depth 250mm. | 152 | 8 | EA |
| 153 | 63.2 | Sink without drain board 610x510 mm bowl depth 200 mm. | 153 | 4 | EA |
| 154 | 63.3 | Providing & fixing CP Brass towel rack 600 mm long (M/s. Jaquar Make Cat No: 35781 without lower hangers) including making good the walls etc complete. | 154 | 3 | EA |
| 155 | 63.4 | Supplying and fixing Robe Hooks (M/s. Jaquar, Cat no: 1191N) for the WC areas. | 155 | 45 | EA |
| 156 | 64 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. The hardboard shall be painted with 2 coats of S/E paint on exposed surfaces | 156 | 25 | EA |
| 157 | 65 | Providing & fixing mirror of superior glass with Rectangular shape 1500x450 mm (of approved quality) & of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : | 157 | 5 | EA |
| 158 | 66 | Providing and fixing 600x120x5mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets & guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | 158 | 7 | EA |
| 159 | 67 | Providing and fixing on wall face unplasticised Rigid PVC soil/ waste water pipes conforming to IS:13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes inlcuding all bends & specials. | 159 | ||
| 160 | 67.1 | 75 mm diameter | 160 | 115 | M |
| 161 | 67.2 | 110 mm diameter | 161 | 520 | M |
| 162 | 67.3 | 160 mm diameter | 162 | 315 | M |
| 163 | 68 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall | 163 | ||
| 164 | 68.1 | 15 mm nominal outer dia .Pipes. | 164 | 5 | M |
| 165 | 68.2 | 20 mm nominal outer dia .Pipes. | 165 | 5 | M |
| 166 | 68.3 | 25 mm nominal outer dia .Pipes. | 166 | 5 | M |
| 167 | 68.4 | 32 mm nominal outer dia .Pipes. | 167 | 30 | M |
| 168 | 68.5 | 40 mm nominal outer dia .Pipes. | 168 | 30 | M |
| 169 | 68.6 | 50 mm nominal outer dia .Pipes. | 169 | 30 | M |
| 170 | 69 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc. | 170 | ||
| 171 | 69.1 | 15 mm nominal outer dia .Pipes. | 171 | 110 | M |
| 172 | 69.2 | 20 mm nominal outer dia .Pipes. | 172 | 100 | M |
| 173 | 69.3 | 25 mm nominal outer dia .Pipes. | 173 | 120 | M |
| 174 | 69.4 | 32 mm nominal outer dia .Pipes. | 174 | 75 | M |
| 175 | 70 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | 175 | ||
| 176 | 70.1 | 25 mm nominal bore | 176 | 2 | EA |
| 177 | 70.2 | 32 mm nominal bore. | 177 | 30 | EA |
| 178 | 70.3 | 40 mm nominal bore | 178 | 15 | EA |
| 179 | 70.4 | 50 mm nominal bore | 179 | 10 | EA |
| 180 | 71 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 50 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 600 x 850 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : | 180 | 15 | EA |
| 181 | 72 | Boring/drilling bore well of 300 mm dia for casing/ strainer pipe by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer –in-charge, | 181 | ||
| 182 | 72.1 | in all type of soil up to 90m depth below ground | 182 | 90 | M |
| 183 | 72.2 | in all type of soil beyond 90m & up to 300m depth | 183 | 210 | M |
| 184 | 72.3 | Rocky strata & boulders up to 90m depth below ground | 184 | 10 | M |
| 185 | 72.4 | Rocky strata & boulders beyond 90m & up to 300m depth | 185 | 10 | M |
| 186 | 73 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed or plain bevel ended pipe (type A) of 200 mm diameter conforming to IS: 8110, of reputed & approved make,having wall thickness not less than 5.40mm including painting with out side surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture, including Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, M.S. clamp of required dia to the top of casing / housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete all complete for borewell required hire and labour charges, fitting and accessories, all complete, for all depths, as per direction of Site In-Charge. | 186 | 10 | M |
| 187 | 74 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer in charge. | 187 | 2 | EA |
| 188 | 75 | Supply and fixing High Density Polymer Water pipe as per IS 4984, PE-63 grade,10Kg/sqcm rating for borewell including all fittings etc | 188 | ||
| 189 | 75.1 | 40mm dia HDPE pipe for borewell upto a depth of 65m | 189 | 130 | M |
| 190 | 75.2 | 40mm dia HDPE pipe for borewell at a depth of 66m to 100m | 190 | 70 | M |
| 191 | 75.3 | 40mm dia HDPE pipe for borewell at a depth above 100m | 191 | 100 | M |
| 192 | 75.4 | 150 mm dia HDPE pipe for borewell at all depths | 192 | 300 | M |
| 193 | 75.5 | Supply,erection,testing & Commissioning of submersible water pump of capacity 1667 LPM/ 100 M Head with starter panel board, non return valve, gate valve etc. complete. | 193 | 1 | EA |
| 194 | 76 | INTERNAL ELECTRICAL CONDUITING & SWITCH BOARD WORKS: Supply and fixing of Modular switch frame with inner and outer face plates and accessories as per following details of approved including flush metal boxes/surface mounting boxes, plates, etc. all complete as per manufacturer's specification and direction of Engineer In-charge. | 194 | ||
| 195 | 76.01 | S/F modular switch frame with 1or 2 module frame, as per specifications and direction of Engineer in Charge. | 195 | 45 | EA |
| 196 | 76.02 | S/F modular switch frame with 3 module frame, as per specifications and direction of Engineer in Charge. | 196 | 50 | EA |
| 197 | 76.03 | S/F modular switch frame with 4 module frame, as per specifications and direction of Engineer in Charge. | 197 | 50 | EA |
| 198 | 76.04 | S/F modular switch frame with 6 module frame, as per specifications and direction of Engineer in Charge. | 198 | 45 | EA |
| 199 | 76.05 | S/F modular switch frame with 8 module frame, as per specifications and direction of Engineer in Charge. | 199 | 45 | EA |
| 200 | 76.06 | S/F modular switch frame with 12 module frame, as per specifications and direction of Engineer in Charge. | 200 | 50 | EA |
| 201 | 76.07 | S/F modular switch frame with 6A Modular Switch, as per specifications and direction of Engineer in Charge. | 201 | 140 | EA |
| 202 | 76.08 | S/F modular switch frame with 15 A Modular switch, as per specifications and direction of Engineer in Charge. | 202 | 165 | EA |
| 203 | 76.09 | S/F modular switch frame with 6A, 3 Pin Modular Socket, as per specifications and direction of Engineer in Charge. | 203 | 110 | EA |
| 204 | 76.1 | S/F modular switch frame with 15 A 6 Pin Modular socket, as per specifications and direction of Engineer in Charge. | 204 | 120 | EA |
| 205 | 76.11 | S/F modular switch frame with 2 Pin Telephone Modular Socket, as per specifications and direction of Engineer in Charge. | 205 | 30 | EA |
| 206 | 76.12 | S/F modular switch frame with Fan Regulator of stepped modular type, as per specifications and direction of Engineer in Charge. | 206 | 135 | EA |
| 207 | 76.13 | S/F modular switch frame with Modular type TV/cable sockets. , as per specifications and direction of Engineer in Charge | 207 | 25 | EA |
| 208 | 76.14 | Supply and laying of approved make using 25 mm dia PVC conduit as per directions of Site In-Charge | 208 | 2750 | M |
| 209 | 76.15 | Supplying and providing 100mm square/ round water proof PVC junction box for concealed wiring | 209 | 400 | EA |
| 210 | 77 | Providing and laying at or near ground level factory made Kerb Stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Sitye Engineer (length of finished kerb edging shall be measured for payment)\n | 210 | ||
| 211 | 77.1 | Size: 300 mm (L) x 450 mm (B) x 300 mm (H) (L shape & 125 mm thick) | 211 | 8000 | M |
| 212 | 77.2 | Size: 300 mm (L) x 450 mm (B) x 150 mm (H) (with chamfered edge as per drawing) | 212 | 1600 | M |
| 213 | 78 | Providing & fixing retro reflective signage boards made up of 2 mm thick Aluminium sheet, face to be fully covered with high density & encapsualted lens type heat activated retro reflective sheeting confirming to type III of ASTM D 4965-01 with colour/shade of background along with size of letters as approved by the Site Engineer with high intesnity grade, pasted on substrate by pressure sensitive adhesive backign which shall be activated by applying pressure conforming to Class II of ASTM D 4965-01 & fixing the same to the plate of structural frame work by means of aluminium alloys, rivets/ nuts/ bolts @ 300 mm c/c all along the periphery as well as in two vertical rows along with theft resistant measures inlcuding the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet inlcuding appropriate primer coat. The rate is inclusive of the cost of rounding of corners (if any), fixing/ erection of the boards in the MS structural framework in position at all level etc complete & as per the directions of Site Engineer. \n\nNote: \na. Payment for MS structural frame works & civil works for installtion shall be paid under respective items.\nb. Payment shall be restricted to the measured area of the sheet only. | 213 | 240 | SQM |
| 214 | 79 | Supply & fixing 25 mm dia PTFE Rod (Virgin or Glass filled extruded rod as per enclosed specifications) for pipe sleeper for maximum concentrated load of 3 Tonne. | 214 | 200 | M |
| 215 | 80 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50 mm x 50 mm including strengthening with 2mm dia GI wire or nuts, bolts and washers as required complete as per the direction of Site In-Charge using hot dipped galvanised wire of 4mm dia (The rate for civil works for excavation, brick masonry, PCC etc shall be paid separately under respective items) | 215 | 4000 | SQM |
| 216 | 81 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50 mm x 50 mm including strengthening with 2mm dia GI wire or nuts, bolts and washers as required complete as per the direction of Site In-Charge using hot dipped galvanised wire of 4mm dia PVC coated to achieve outer dia not less than 5 mm in required colour & shade (The rate for civil works for excavation, brick masonry, PCC etc shall be paid separately under respective items) | 216 | 20 | SQM |
| 217 | 82 | PART C - SERVICE WATER / OIL DRAIN WORKS\nProviding and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. for Service Water & other external applications. Rate is inclusive making, providing all specials for jointing etc | 217 | ||
| 218 | 82.1 | with B class 25 mm dia NB | 218 | 200 | M |
| 219 | 82.2 | with B class 50 mm dia NB | 219 | 3750 | M |
| 220 | 83 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): | 220 | ||
| 221 | 83.1 | with 25 mm dia NB | 221 | 30 | EA |
| 222 | 83.2 | with 50 mm dia NB | 222 | 19 | EA |
| 223 | 84 | Providing and fixing gun metal non- return valve of approved quality (screwed end): | 223 | ||
| 224 | 84.1 | with 25 mm dia NB horizontal | 224 | 5 | EA |
| 225 | 84.2 | with 50 mm dia NB horizontal | 225 | 5 | EA |
| 226 | 85 | Constructing masonry Chamber 30x30x50 cm, inside with 50 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100 x 100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design, with Common burnt clay bricks of class designation 50 | 226 | 30 | EA |
| 227 | 86 | Providing and laying non-pressure NP3 class R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.complete: Medium Duty, Laying Mechanically/manual | 227 | ||
| 228 | 87 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. | 228 | ||
| 229 | 87.1 | Inside size 90 x 80 cm and 45 cm deep including C.I. cover with frame (Heavy duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : with Common burnt clay bricks of class designation 50 | 229 | 15 | EA |
| 230 | 87.2 | Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay bricks of class designation 50 | 230 | 15 | EA |
| 231 | 87.3 | Extra for depth for manholes Size 90x80 cm, With common burnt clay bricks of class designation 50 | 231 | 2 | M |
| 232 | 87.4 | Extra for depth for manholes Size 120x90 cm, With common burnt clay bricks of class designation 50 | 232 | 2 | M |
| 233 | 88 | PART D - GREEN BELT DEVELOPMENT, MISCELLANEOUS WORKS\nSupplying and stacking of good earth at site including royalty and carriage (earth measured in stacks will be reduced by 20% for payment). | 233 | 2500 | CUM |
| 234 | 89 | Supplying and stacking sludge at site including royalty and carriage (sludge measured in stacks will be reduced by 8% for payment). | 234 | 4900 | CUM |
| 235 | 90 | Supplying and stacking at site dump manure from approved source, including carriage (manure measured in stacks will be reduced by 8% for payment) | 235 | ||
| 236 | 90.1 | Screened through sieve of I.S. designation 20mm | 236 | 1580 | CUM |
| 237 | 90.2 | Screened through sieve of I.S. designation 16mm | 237 | 1000 | CUM |
| 238 | 90.3 | Screened through sieve of I.S. designation 4.75mm | 238 | 1000 | CUM |
| 239 | 91 | Mixing earth and sludge or manure in proportion specified or directed including spreading of sludge, dump manure or/and good earth in required thickness including fine dressing the ground (Cost of sludge, dump manure or/ and good earth to be paid separately). | 239 | 30000 | CUM |
| 240 | 92 | Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth if needed (the good earth shall be paid for separately).\nNote: Rate is inclusive of maintenance of the lawn inlcuding grazing, deweeding, watering etc as per direction of the Site Engineer till completion of contract | 240 | ||
| 241 | 92.1 | In rows 15 cm apart in either direction. | 241 | 12500 | SQM |
| 242 | 92.2 | With grass turf | 242 | 10000 | SQM |
| 243 | 93 | Uprooting rank vegetation and weeds by digging the area to a depth of 60cm removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. | 243 | 22000 | SQM |
| 244 | 94 | Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lea of 50m lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). | 244 | 15000 | CUM |
| 245 | 95 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : | 245 | ||
| 246 | 95.1 | Holes 1.2 m dia and 1.2 m deep. | 246 | 11250 | EA |
| 247 | 95.2 | Holes 60 cm dia, and 60 cm deep. | 247 | 1295 | EA |
| 248 | 96 | Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Site In-Charge. | 248 | 25 | CUM |
| 249 | 97 | Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of of boulders, in required thickness, for all leads & lifts, all complete as per direction of Site In-Charge. | 249 | 25 | CUM |
| 250 | 98 | Supplying, filling, spreading & levelling gravels of size range 1.5 mm to 2 mm, in the recharge pit, over gravel layer for all leads & lifts, all complete as per direction of Site In-Charge. | 250 | 25 | CUM |
| 251 | 99 | Providing and laying perforated grass block pathways in CC pavers of 60 mm thick M30 grade of approved size, design, shape laid in required colour & pattern over 50 mm thick compacted coarse sand bed in lawns as per manufacturer's specification including planting grass of Class-1 grass in the joints and perforations, supplying of good quality earth and manure as necessary for growing of quality grass, watering, deweeding and maintaining till completion of the contract | 251 | 1000 | SQM |
| 252 | 100 | Providing and fixing Ductile Iron manhole covers as per EN 124 with frame (hinged) | 252 | ||
| 253 | 100.1 | 600x600mm Ductile manhole square cover,Heavy Duty Cover with frame (hinged), minimum weight 90 kg. | 253 | 150 | EA |
| 254 | 100.2 | 900x900mm Ductile manhole square cover,Heavy Duty Cover with frame (hinged), minimum weight 195 kg. | 254 | 50 | EA |
| 255 | 101 | Supplying, providing various plants, saplings, trees & installing them in the holes, gardens, pots at designated places as per the direction of Site Engineer. Rate is inclusive of maintaining the green belt by watering, providing manure, replace dry plants, shrubs till completion of the contract. | 255 | ||
| 256 | 101.01 | Trees/ Plants | 256 | ||
| 257 | 101.02 | Deodar Tree | 257 | 150 | EA |
| 258 | 101.03 | Silver Oak | 258 | 1900 | EA |
| 259 | 101.04 | Neem Tree | 259 | 1600 | EA |
| 260 | 101.05 | Tamarind trees | 260 | 1600 | EA |
| 261 | 101.06 | Red Sandal tree | 261 | 2400 | EA |
| 262 | 101.07 | Astonia Scolaris | 262 | 1650 | EA |
| 263 | 101.08 | Juniper | 263 | 1650 | EA |
| 264 | 101.09 | Rain Tree | 264 | 150 | EA |
| 265 | 101.1 | Gulmohar | 265 | 150 | EA |
| 266 | 101.11 | Shrubs | 266 | ||
| 267 | 101.12 | Starlight | 267 | 300 | EA |
| 268 | 101.13 | Bottle Palm | 268 | 300 | EA |
| 269 | 101.14 | Colorama | 269 | 200 | EA |
| 270 | 101.15 | Bougenvalia | 270 | 330 | EA |
| 271 | 101.16 | Hibiscus Rosa | 271 | 165 | EA |
| 272 | 101.17 | Hedges | 272 | ||
| 273 | 101.18 | Tecoma | 273 | 1260 | EA |
| 274 | 101.19 | Ixora | 274 | 1523 | EA |
| 275 | 101.2 | Bixa | 275 | 1260 | EA |
| 276 | 102 | Supply of Service water submersible pump set of vertical centrifugal 500 cu.m/hr Cap. X 10 MLC with FLP motor, base plate, foundation bolt, nuts along with companion flange & all accessories, with MOC as per as per detailed specifications. \nNote: All necessary commissioning spares shall be included in supply at no extra cost. | 276 | 2 | EA |
| 277 | 103 | PART E - CANTEEN & KITCHEN EQUIPMENT WORKS | 277 | ||
| 278 | 104 | Supply, installation & commissioning skid mounted Reverse Osmosis (RO) unit of approved make/ brand capacity 100 Litre/ HR with appropriate capacity Multi grade filter, chloring dosing system, anti scalant dosing system, recirculation system, pH correction system, UV treatment associated electrical/ control Panel, electrical works, cable trays & any other accessories required for successful commissioning of the system. | 278 | 2 | EA |
| 279 | 105 | Supply, installation & commissioning wall mounted Reverse Osmosis (RO) unit of approved make/ brand capacity 15 Litre/HR with maximum duty of 75 litres per day, 8 to 9 Litre storage capacity with level indicator with filter catridges for sediment, carbon block, UF post carbon filter, auto flushing type, appropriate type & capacity of RO membrane. Commissiooning to inlcude all necessary tubings, control valves & any other accessories required | 279 | 10 | EA |
| 280 | 106 | Supply, installation & commissioning of Drinking Water Tank (without Compressor): 216 Ltrs. Capacity with stand & spillage tray. Size: 24"X24"X24" made out of 16 SWG 304 grade Grade. Legs: 1.5" round tube 16 SWG ss 304 Grade. Cross Support : 1" round tube 16 swg ss 304 Grade. | 280 | 2 | EA |
| 281 | 107 | Supply, installation & commissioning of Plate Collection Trolley of overall Size: 20"X36"X38" Height with 2 tiers made out of 18 SWG 304 Grade. Handle of 1.25" round tube 16 SWG ss 304 Grade mounted on wheels. | 281 | 4 | EA |
| 282 | 108 | Supply, installation & commissioning of Spoon Sterlizer: 2 compartment Steam Operated. Size: 10"X14"X8" Height 18 SWG SS 304 Grade. | 282 | 5 | EA |
| 283 | 109 | Supply, installation & commissioning of Work Table of all size: a) 24"X36"X32" height top made out of 16 SWG 304 Grade. One undershelf made out of 18 SWG SS 304 Grade. Main frame : 1.5"X1.25"X 3mm thick MS Angles. | 283 | 2 | EA |
| 284 | 110 | Supply, installation & commissioning of 5 Container Electric Bain Marie with stand : Multipurpose each container of 9 Ltrs. Capacity (die-pressed container). Legs of 1.5" round tube 16 SWG SS 304 Grade, Cross supporting 1" round tube 16 SWG SS 304 Grade. | 284 | 2 | EA |
| 285 | 111 | Supply, installation & commissioning of Idli Plant of Capacity of 120 idlies at charge, steam operated (with stand). Size 24"X24"X32". Outer body, inner cell & doors all made out of 18 SWG SS 304 Grade. Stand Frame: 1.25"X1.25"X3 mm thick SS Angle Legs of 1.5" round tube 16 SWG SS 304 Grade. Cross supporting with 1" round tube 16 SWG SS 304 Grade. | 285 | 2 | EA |
| 286 | 112 | Supply, installation & commissioning of Dosa/Chapati Plate (Gas Operated) of overall size : 24"X36"X34" +6" Height. Top made out of SS 304 Grade. Legs 1.5" round tube 16 SWG SS 304 Grade, Cross supporting 1" round tube 16 SWG SS 304 Grade,. Main Frame 1.25"X1.25"X6mm thick MS angle. | 286 | 2 | EA |
| 287 | 113 | Supply, installation & commissioning of Single Burner Gas Cooking Range of Size: 24"X24"X28" Height. Top 16 SWG SS 304 Grade. Vessel rest: 16"X6" Panelling: 20 SWG SS 304 Grade. Main Frame: 1.25"X1.25"X3mm thick MS Angle | 287 | 2 | EA |
| 288 | 114 | Supply, installation & commissioning of Steam Generator of capacity 18 KW. Size of 28"X26"X48" Height. Inner Body MS 12mm Plate. Outer body insulatedwith SS cladding. | 288 | 2 | EA |
| 289 | 115 | Supply, installation & commissioning of Rice Cooking And Sambar Cooking- Steamer: Single jacket of 50 Ltrs. Capacity. Overall size of 30'X28"X38" Height. Body made out of 16 SWG 304 Grade. Lid of 18 SWG SS 304 Grade. Cross supporting of 1" round tube 16 SWG SS 304 Grade. | 289 | 2 | EA |
| 290 | 116 | Supply, installation & commissioning of Granite Top Table of overall ize: 24"X30"X34" height. Top: Granite One Under shelf made out of 18 SWG SS 304 Grade. Legs of 1.5" round tube 16 SWG SS 304 Grade. Cross supporting of 1' round tube 16 SWG SS 304 Grade. | 290 | 2 | EA |
| 291 | 117 | Supply, installation & commissioning of 3 Sink Unit of overall size of 24"X60"X34"+6" Height. Top made out of 16 SWG 304 Grade. Sink bowl made of 16 SWG 304 Grade. Sink Bowl made of 16 SWG 304 Grade with size: 18"X18"X12" Depth. Legs of 1.5" round tube 16 SWG SS 304 Grade. Angle of 1.25"X1.25"X3mm thick MS angle. | 291 | 2 | EA |
| 292 | 118 | Supply, installation & commissioning of Storage Rack with Size : 44"X20"X72" Height. 5 Shelves made out of 18 SSWG 304 Grade. Legs : 1.5" round tube 16 SWG SS 304 Grade. | 292 | 2 | EA |
| 293 | 119 | Supply, installation & commissioning of 2 Container Batter Holder with 1 Undershelf of overall size: 13"X22"X32" Height. Each container of 9 Ltrs. capacity. Top made out of 16 SWG 304 Grade. Undershelf made out of 18 SWG SS 304 Grade. Legs made out of 1.5" round tube 16 SWG SS 304 Grade. | 293 | 2 | EA |
| 294 | 120 | Supply, installation & commissioning of Stainless Steel tables of Size 3ft. X 7ft. X 30" ht. made out of 16 SWG SS 304, with frame work made out of Gi pipe with SS top stool swivelling type with uprights having nylon adjustable bullet legs. | 294 | 10 | EA |
| 295 | 121 | Supply, installation & commissioning of Fume Exhaust Hood: Made out of St.Steel 304, 18 Swg wall mounting type of the following Size: 48”x 30”x 24” | 295 | 2 | EA |
| 296 | 122 | Supply, installation & commissioning of Grease Filter: Grease Filter made out of St.Steel 304, 22 Swg to suit the above hood | 296 | 2 | EA |
| 297 | 123 | Supply, installation & commissioning of Ducting:Ducting Made out of 22/24 Swg G.I sheet to suit the site condition | 297 | 150 | M |
| 298 | 124 | Supply, installation & commissioning of Centrifugal Blower: Centrifugal Blower run with a motor of 3 H.P Cap 960 rpm, 3 phase supply | 298 | 2 | EA |
| 299 | 125 | Supply, installation & commissioning of Two Burner Cooking Range made out of St. Steel 304, 16 Swg top and 18 Swg body. The unit is fitted with all fittings and accessories. Size: 48”x 24”x 30” Ht | 299 | 2 | EA |
| 300 | 126 | Supply, installation & commissioning of Masala Table: made out of St. Steel 304, 18 Swg with 1 undershelf.Size: 30”x 20”x 34” Ht\n | 300 | 2 | EA |
| 301 | 127 | Supply, installation & commissioning of Chapathi Plate made out of St. Steel of 18 swg thickness with a M.S plate of 3/4” thickness, The unit will be provided with burners and all fittings and accessories. Over all Size : 48”x 24”x 34” | 301 | 2 | EA |
| 302 | 128 | Supply, installation & commissioning of Chapathi Work Table frame Made out of St. Steel with one undershelf, the top shelf will be a granite of 20 mm thickness and the undershelf will be St. steel. Size : 48”x 24”x 34”ht | 302 | 2 | EA |
| 303 | 129 | Supply, installation & commissioning of Work Table with 1 under shelf made out of St.Steel, 16 swg top and 18 swg \nundershelf . Size :48”x 24”x 34” ht | 303 | 2 | EA |
| 304 | 130 | Supply, installation & commissioning of Storage Rack made out of St. Steel 16 swg with 4 shelf. Size : 48”x 20”x 60” | 304 | 2 | EA |
| 305 | 131 | Supply, installation & commissioning of Sink Table made out of 16 Swg along with 1 nos. sink, Sink Size: 16”x16”x12” deep. Size: 48”x 24”x 34”+ 6 | 305 | 2 | EA |
| 306 | 132 | Supply, installation & commissioning of Chopping Block | 306 | 4 | EA |
| 307 | 133 | Supply, installation & commissioning of Soiled Dish Landing Table Dish Landing Table made out of St. Steel 18 Swg with a chute of 8” dia. Size:60”x 24”x 34” | 307 | 2 | EA |
| 308 | 134 | Supply, installation & commissioning of Soiled Dish Landing Table Dish Landing Table made out of St. Steel 18 Swg with a chute of 8” dia.Size: 48”x 24”x 34” | 308 | 2 | EA |
| 309 | 135 | Supply, installation & commissioning of Clean Dish Rack made out of St. Steel 304, 16 Swg with 4 shelf. Size:44”x 18”x 60” | 309 | 2 | EA |
| 310 | 136 | Supply, installation & commissioning of Bain Marie: (electric operated) made out of St. Steel, with three round containers with lid, the unit will be electric operated with thermostatic control. The unit will be mounted on a St. Steel stand. Size: 900X300X850 | 310 | 2 | EA |
| 311 | 137 | Supply, installation & commissioning of Single Burner: (Low Pressure Range) Made out of St. Steel 304, 16 Swg top and 18 Swg body. The unit is fitted with all fittings and accessories. Size:18”x 18”x 30” Ht | 311 | 2 | EA |
| 312 | 138 | Supply, installation & commissioning of Organic waste composting machine model L100 having 100kg/batch capacity, SS-304 contact parts, SS steet metal covering, 6 H.P. motor for mixer, 6 H.P. motor for chopper assembly, control panel and SS transfer trolley | 312 | 1 | EA |
| 313 | 139 | PART F - OFFICE & AMENITIES FURNITURE WORKS\nSupplying, fixing & installation of following office furniture of M/s Godrej | 313 | ||
| 314 | 139.01 | Dining Table of Model - Marvel with Marble Top/ Terrene (Width: 1600 mm; Depth: 900 mm; Height: 750 mm) | 314 | 3 | EA |
| 315 | 139.02 | Dining Table of Model - Glaze with glass top (Width: 1600 mm; Depth: 900 mm; Height: 740 mm) | 315 | 2 | EA |
| 316 | 139.03 | Dining Table of Model - Headan (Width: 1100 mm; Depth: 1100 mm; Height: 780 mm) | 316 | 2 | EA |
| 317 | 139.04 | Coffee Table of Model - Alice (Width: 1000 mm; Depth: 650 mm; Height: 450 mm) | 317 | 4 | EA |
| 318 | 139.05 | Coffee Table of Model - Bloom (Width: 1000 mm; Depth: 600 mm; Height: 428 mm) | 318 | 5 | EA |
| 319 | 139.06 | Canteen table 8 seater of Model - Time Out (Membrane) | 319 | 3 | EA |
| 320 | 139.07 | Office Table of Model - Arrive along with Return Unit, pedestals (mobile) | 320 | 1 | EA |
| 321 | 139.08 | Back Unit for Arrive Model Office Table | 321 | 1 | EA |
| 322 | 139.09 | Office Table of Model - Impress along with Return Unit, pedestals (mobile) | 322 | 7 | EA |
| 323 | 139.1 | Back Unit for Impress Model Office Table | 323 | 7 | EA |
| 324 | 139.11 | Coffee Table of Model - Crystalline (Width: 1000 mm; Depth: 600 mm; Height: 450 mm) | 324 | 5 | EA |
| 325 | 139.12 | Office Table of Model - Enterprise (Width: 1650 mm; Depth: 900 mm; Height: 720 mm) | 325 | 5 | EA |
| 326 | 139.13 | Canteen table 4 seater of Model - Time Out 4 seater Membrane | 326 | 10 | EA |
| 327 | 139.14 | Seating/Dining Table of Model - Rose chairs (Width: 430 mm; Depth: 565 mm; Height: 963 mm) with Jack Dining Table (Width: 1500 mm; Depth: 900 mm; Height: 760 mm) | 327 | 6 | SET |
| 328 | 139.15 | Conference Table appropriate for 22 chair seating arrangement inlcuding 2 nos centre table/ corner table - Encarta | 328 | 1 | SET |
| 329 | 139.16 | Dining Chair of Model - Estana (Width: 400 mm; Depth: 440 mm; Height: 825 mm) | 329 | 18 | EA |
| 330 | 139.17 | Dining Chair of Model - Tia Chairs (Width: 450 mm; Depth: 520 mm; Height: 990 mm) | 330 | 50 | EA |
| 331 | 139.18 | Chair of Model - Sedna Very high back | 331 | 3 | EA |
| 332 | 139.19 | Visitor Chair with arm rest of Model - Leoma | 332 | 10 | EA |
| 333 | 139.2 | Chair of Model - Sedna Mid back | 333 | 5 | EA |
| 334 | 139.21 | Visitor Chair with Armrest of Model - Regency | 334 | 35 | EA |
| 335 | 139.22 | Chair of Model - Regency high back | 335 | 2 | EA |
| 336 | 139.23 | Chair of Model - Regency Mid back | 336 | 15 | EA |
| 337 | 139.24 | Chair of Model - same as provided with set of Conference Hall Model Encarta | 337 | 22 | EA |
| 338 | 139.25 | Chair of Model - Premier Mid back | 338 | 8 | EA |
| 339 | 139.26 | Visitor Chair with Armrest of Model - Premier | 339 | 15 | EA |
| 340 | 139.27 | 3 seater of Model - Perch/Nano perch for Waiting hall | 340 | 2 | EA |
| 341 | 139.28 | 2 seater of Model - Perch/Nano perch for Waiting hall | 341 | 12 | EA |
| 342 | 139.29 | Sofa 3 seater of Model - Rhine (Width: 1970 mm; Depth: 740 mm; Height: 1000 mm; Seat Height: 460 mm) | 342 | 1 | EA |
| 343 | 139.3 | Sofa 3 seater of Model - Milan Plus (Width: 1950 mm; Depth: 940 mm; Height: 900 mm; Seat Height: 450 mm) | 343 | 3 | EA |
| 344 | 139.31 | Sofa 1 seater of Model - Milan Plus (Width: 1040 mm; Depth: 940 mm; Height: 900 mm; Seat Height: 450 mm) | 344 | 6 | EA |
| 345 | 139.32 | Sofa 3 seater of Model - Milos (Width: 1790 mm; Depth: 835 mm; Height: 850 mm; Seat Height: 550 mm) | 345 | 2 | EA |
| 346 | 139.33 | Sofa 2 seater of Model - Milos (Width: 1145 mm; Depth: 835 mm; Height: 850 mm; Seat Height: 550 mm) | 346 | 4 | EA |
| 347 | 139.34 | Single Bed of Model - Fiona (Bed- Width: 1001 mm; length: 2060 mm; Height: 956 mm/ Bed Stead- Width: 922 mm; length: 1930 mm; height: 403 mm) | 347 | 2 | EA |
| 348 | 139.35 | Wall hung LED TV of Model - Sony 48" - KDL48W650B 1080p Smart LED TV (Latest Slim Model or equivalent with stand) 60Hz (Native); Motionflow XR 240 (Effective); Backlight: LED (Edge-Lit); Smart Functionality: Yes; Dimensions (W x H x D): TV without stand: 42.9" x 25.5" x 3.6", TV with stand: 42.9" x 26.6" x 7.3"; Audio Summary Audio Power Output (5W x2); Picture Features Summary X-RealityTM PRO; Clear Phase Speaker ; Audio Power Output 5W+5W; Sound Mode Settings Standard/Music/Cinema/Game/Sports; S-Master ; BRAVIA Sync; USB Play ; Multiple Language Display; With built-in Wi-Fi | 348 | 3 | EA |
| 349 | 139.36 | Storage of Model - ECHO with sliding door (Wooden 900 mm x 450 mm) | 349 | 20 | EA |
| 350 | 139.37 | Storage of Model -Vertical Sliding door unit (Storage: 1200 mm wide x 887 mm height x 450 mm depth) | 350 | 25 | EA |
| 351 | 139.38 | Storage of Model -Vertical door unit (big) | 351 | 15 | EA |
| 352 | 139.39 | Storage of Model -Tile optimizer (Per body) | 352 | 4 | EA |
| 353 | 139.4 | Storage of Model -Slotted angle rack (Storage: 900 mm wide x 450 mm depth) | 353 | 150 | EA |
| 354 | 139.41 | Modular Tile Based system Desk of Model (Work Station) of Model - Spacio + (1200W x 600D x 1200H) along with pedestals (mobile) | 354 | 25 | EA |
| 355 | 139.42 | Desk of Model - Simple | 355 | 5 | EA |
| 356 | 139.43 | Desk of Model - Unitized table T9 | 356 | 3 | EA |
| 357 | 139.44 | Personal Locker Unit of Model - Lockers (1830 mm high; 380 mm wide; 450 mm depth) | 357 | 195 | EA |
| 358 | 139.45 | Extendable Return Unit (ERU) | 358 | 2 | EA |
| 359 | 139.46 | Periodic Display of Model - Peridoc Display Rack (1st on catalogue) | 359 | 2 | EA |
| 360 | 139.47 | Wall - Modular | 360 | 100 | SQM |
| 361 | 139.48 | Storewell with individual locker facility of Model - Storwel Plain (1981 mm High; 916 mm wide; 486 mm Depth) | 361 | 17 | EA |
| 362 | 139.49 | Recliners - Thames | 362 | 3 | EA |
| 363 | 140 | Straightening, cutting, bending, placing in position & binding all complete at all levels using Thermo Mechanically Treated (TMT) Bars Fe 500 grade,Conforming to IS1786.\nNote: \na. Reinforcement steel shall be supplied by IOC as a free issue material.\nb. Rate includes the cost of binding wire, laps, chairs & spacer bars which shall not be measured for the purpose of payment.\nc. Reinforcement shall range from 6 mm dia to 32 mm dia as per drawings.\nd. Rate also inlcudes providing necessary cover blocks in CM 1:2 as per required thickness & as per drawings. | 363 | 10 | TO |
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