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| Sl. No. | Item Description |
| 1 | Earthwork excavation by mechanical means (Hydraulic excavator or manual means) for foundations, trenches, etc., not exceeding 1.5m in width or 10 sqm on plan in hard gravelly soil and other types of soil including shoring, strutting, bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) stacking the excavated material away from edge of trenches within a lead of 50 metres, etc., all complete as per specifications and as directed by the Engineer-in-charge. |
| 2 | All kinds of soil upto 1.50mtr depth |
| 3 | Providing and laying in position of plain cement concrete 1 : 5 : 10 using 40mm and downgraded size hard granite broken stone for all insitu levelling courses in foundations, floor, roof screeding, encasing pipes, etc., including mechanical mixing, ramming, compaction, leveling, curing, dewatering, if any including the cost of formwork etc., all complete as per specifications. |
| 4 | Providing and constructing brick masonry at all lifts in cement mortar 1:5 using well cured flyash bricks of class 5 (non-modular) made up of using Flyash + Sand + Lime + additves (Gypsum/Cement) with waterproofing chemicals and accelerators confirming to IS-12894 or latest edition including suitable scaffolding, raking out joints, continuos curing for specified period, etc., all complete as per specifications and drawings. |
| 5 | Providing and constructing 110mm thick brick work for partition/kerb walls in cement mortar 1:4 using well cured flyash bricks of class 5 (non-modular) made up of using Flyash + Sand + Lime + additves (Gypsum/Cement) with waterproofing chemicals and accelerators confirming to IS-12894 or latest edition including suitable scaffolding, raking out joints, continuos curing for specified period, etc., all complete as per specifications and drawings. |
| 6 | Providing and constructing 75mm thick brickwork in Cement Mortar 1:4 using well cured flyash bricks of class 5 (non-modular) made up of using Flyash + Sand + Lime + additves (Gypsum/Cement) with waterproofing chemicals and accelerators confirming to IS-12894 or latest edition including suitable scaffolding, raking out joints, continuos curing for specified period, etc., complete as per specifications. |
| 7 | Providing and constructing 115mm thick brick masonry in cement mortar 1:4 using well cured flyash bricks of class 5 (non-modular) made up of using Flyash + Sand + Lime + additves (Gypsum/Cement) with waterproofing chemicals and accelerators confirming to IS-12894 or latest edition for compound wall above ground level with brick on edge coping 230 X 115mm wide at bottom and 230 X 230mm pillars at junctions, corners, sides of gate and pillars at every 2.5m to 3m intervals including dismantling the existing brick work, disposing the dismantled debris with in 2 Kms lead, curing, racking out joints etc., all complete as per specifications. |
| 8 | Providing and constructing 115mm thick brick masonry using retrieved bricks in cement mortar 1:4 for compound wall above ground level with brick on edge coping 230 X 115mm wide at bottom and 230 X 230mm pillars at junctions, corners, sides of gate and pillars at every 2.5m to 3metre intervals including dismantling the existing brick work, stacking the serviceable bricks, cleaning the mortar over bricks, disposing the dismantled debris with in 2 Kms lead, curing, racking out joints etc., all complete as per specifications. |
| 9 | Plastering the ceiling /exposed surfaces of concrete with CM 1:3; 6mm thick to make the surface uniform, free from undulations and imperfections including chipping the existing plastering, applying bonding agents, applying one coat of white / colour washing after finishing and disposing the dismantled debris within 2 Kms lead etc., hacking pock marking of surfaces with pointed tool, scaffolding, curing at all lifts etc., all complete as per specifications and as directed by Engineer-in-charge. |
| 10 | Plastering with Cement Mortar 1:5, 12mm thick for brickwork / Concrete at all lifts including scaffolding, curing and forming grooves wherever necessary all complete as per specifications and as directed. |
| 11 | Repairs to internal / external plastering over brick work / concrete at all locations and all lifts using Polymer modified cement repair mortar including preparing the surface by hacking the surface for better adhesion, providing glass fibre mesh or chicken reinforcement, if any required, applying bond coat, filling / plastering with polymer modified repair mortar in layers using approved polymers, white / colour washing, curing, cleaning of floor/windows thoroughly on completion of repair work etc., all complete as detailed below as per manufacturer specifications and as directed by the Engineer-In-Charge. a) Surface Preparation: Preparing the wall surface by chipping of unsound/ weak /loose plaster surface mortar with manual Chisel and/ or by mechanical means at all lifts including cutting/trimming of edges to provide firm vertical faces, making square shoulders of cavities, cleaning the exposed surface to make surface dust free, disposal of debris within 2 Km lead.b) Bond Coat: Applying SBR based bond coat of make MC Bauchemie (Naufufill-SBR) or FOSROC (Nitobond SBR) or FAB Chemical (Mixbond SBR) or Bostik (Boscocem 475) or Ultratech (Xtracrete). Mixing ratio of chemicals, consumption and application shall be as per manufacturer specifications.c) Application of repair mortar: Building up with polymer modified cement repair mortar of ratio 1:4 (1 part of cement : 4 parts of sand) and adding admixtures in recommended proportion of make MC Bauchemie (Naufufill-SBR) or FOSROC (Nitobond SBR) or FAB Chemical (Mixbond SBR) or Bostik (Boscocem 475) or Ultratech (Xtracrete). Mixing ratio of chemicals, consumption and application shall be as per manufacturer specifications (minimum 2% by wt. of cement shall be used). |
| 12 | 6mm average thickness - Plain plaster |
| 13 | 12mm average thickness - Plain plaster |
| 14 | Providing and casting insitu Reinforced Cement Concrete 1:1.5:3 using machine crushed hard broken granite stone of nominal size 20mm including mechanical mixing, transporting, placing at all lifts, vibrating, consolidation, curing, finishing smooth all exposed faces, for all insitu concrete items, etc. as per drawings and specifications.Note : The rate quoted shall be exclusive of reinforcement and formwork which will be paid for separately under relevant items. |
| 15 | Supplying, placing in position and removing Formwork for all insitu concrete works including sloped roof and arches etc., as per drawings and specifications, all centering, scaffolding complete (Measurement for the formwork shall be the area of forms in contact with concrete surfaces). |
| 16 | Providing, cutting, bending, placing and binding steel reinforcement using TMT bars of Fe-500D grade in all reinforced cement concrete works including preparation of bar bending schedules, cutting, bending, fixing, tieing in position with 1.6 mm dia soft drawn annealed binding wire, cost of cover blocks in C.M 1:2, etc., complete as per specifications and drawings. Important Note: The required quantity of steel reinforcement as mentioned in the schedule should be procured by the contractor only of SAIL, Rashtriya Ispat Nigam Limited (VIZAG), TATA Steel & JINDAL from authorised dealers which shall conform to IS: 1786 (Latest Edition). |
| 17 | Repairing the existing Insitu mosaic kitchen platform, bath floor, toilet floor, dadoo etc., by providing In-situ mosaic flooring using best Indian white and colour marble chips of sizes from smallest to 4 mm nominal size laid in cement marble power mix 3:1 (3 cement: 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume 6mm thickness laid over a bed of 12mm (Average) thick bed mortar in CM 1:3 including chipping the damaged portion of existing floor/dadoo, preparation of surface with bed mortar, laying/compacting the mixed mosaic chips thoroughly with grinding stone, curing, polishing the with suitable grit corborundum stone at specified interval, disposing the dismantled debris at suitable places shown at site within 1Km lead, etc., all complete as per specification and as directed by Engineer-in-charge. |
| 18 | Repolishing the Mosaic flooring and skirting with medium and fine polishing using 120 to 150 and 320 to 400 grit corborundam stones with the use of floor polishing machine/Hand polishing including washing thoroughly with soap powder and wax polishing etc., as per specification and as directed by the Engineer-in-charge. |
| 19 | Providing and laying Indian Patent Stone Flooring with cement concrete 1:2:4; 20mm thick using 10mm and below size hard broken stones including dismantling the damaged portion of existing floor/dadoo, preparation of surface, consolidating, curing, rubbing the surfaces smooth, providing dividing strips, disposing the dismantled debris at suitable places as shown at site within 2Km lead, etc., all complete as per specification and as directed by the Engineer-in-charge. |
| 20 | Removing the existing tile and providing and laying first quality Jointless polished vitrified tile of size 600 x 600mm ±10mm with water absorptions less than 0.08% conforming to IS: 15622 of KAJARIA or SOMANY or JOHNSON or other approved equivalent make for flooring and skirting in all colours, shades and design of approved pattern including setting over base layer of 20mm thick in cement mortar 1:4, jointing with grey cement slurry @ 3.3 kg per sqm or by using cerabond or other approved adhesive, grouting the joints with epoxy based joint filling material or other equivalent jointing materials, curing, cleaning the surface with acid wash including chipping out the existing IPS/ mosaic flooring and disposing the dismantled debris at suitable places shown at site within 2Km lead, etc., all complete as per specification and as directed by Engineer in charge. (Note:- The sample shall be got approved by the Engineer-in-charge before making bulk order). |
| 21 | Repairing the existing damaged ceramic tiles dadooing by dismantling / chipping out the damaged portion and providing new ceramic tiles by thoroughly removing the damaged tiles, plastering and hacking the plastered surfaces and laying ceramic tiles by using Premium quality (I Class) of SOMANY/ KAJARIA /JOHNSON or other approved equivalent make, size and colour confirming to relevant IS code for dadooing/ anti-skid flooring laid over bed of 12 mm thick in CM 1:3 for dadoo and 20mm thick in cm 1:4 for flooring, pointing the joints with white cement and matching colouring pigments including disposing the dismantled debris at suitable places shown at site within 2Km lead, etc., all complete as per specification and as directed by the Engineer-in-charge. |
| 22 | Wall tiles of 300x450 mm or more [KAJARIA (Digital Series) or JOHNSON (Satin &Rustic / Glossy series)] |
| 23 | Repairing to Kitchen Platform and Dadooing by providing and fixing 16 to 18mm thick one side polished granite Stone slabs over a bed of 20mm thick bed mortar in CM 1:3 with sealing the joints of sink and corners with suitable metal paste including chipping the existing insitu mosaic platform/dadoo, preparation of surface with bed mortar, laying the granite stone to required slope and alignment, plastering the platform faces and dadoo top with CM 1:3, cleaning and wax polishing, white washing the plastered surface with two coats of shell lime to match existing surface, disposing the dismantled debris at suitable places shown at site within 2Km lead, etc., all complete as per specification and as directed by Engineer-in-charge. |
| 24 | Repairing to the Kitchen platform by providing and fixing 25 to 30mm thick one side polished kota stone slabs using single piece of length upto 1.20mtr over a bed of 20mm thick bed mortar in CM 1:3 with sealing the joints of sink and corners with suitable metal paste including chipping the existing insitu mosaic platform/dadoo, preparation of surface with bed mortar, laying the kota stone to required slope and alignment, plastering the platform faces and dadoo top with CM 1:3, cleaning and wax polishing, white washing the plastered surface with two coats of shell lime to match existing surface, disposing the dismantled debris at suitable places shown at site within 2Km lead, etc., all complete as per specification and as directed by Engineer-in-charge. |
| 25 | Providing and fixing beading at the ends of platform to arrest water fall by cutting the cudappah slab to 25 to 40mm wide, rounding the edges, polishing and fixing to the platform with necessary metal paste including finishing the surfaces etc., all complete as per specification and as directed by Engineer-in-charge. |
| 26 | Providing Half Round Edge Moulding to 16-18mm thick marble / Granite or 20mm thick Kota stone counters, vanities, sills, etc. including machine polishing the edges to give high gloss finish etc., all complete as per specifications and as directed by Engineer - in - charge. |
| 27 | Granite work |
| 28 | Kota stone work |
| 29 | Supplying and fixing 20mm to 25mm thick both side polished cuddapah stone slabs for Shelves in Cupboard/Wardrobe/Shoe rack, etc., including fixing by cutting a chase of appropriate width with cutter and embedding the stone into the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) finished smooth, front face polishing, rounding the edges, etc., all complete as per specifications and as directed by Engineer-in-charge.(Note: Cudappah stones shall be got approved by the Engineer before making bulk order) |
| 30 | Providing and fixing Granite stone Plaque of approved size using 16-18mm thick gang saw cut mirror polished (pre moulded and prepolished slab) Jet black or other approved shade granite stone engraved with approved font letters, logo, symbol, etc., using machine cut/ flame finish and border/letters with golden finish colour including fixing the plaque over 12mm thick Cement mortar 1 : 3 (1 Cement : 3 Coarse sand) or approved adhesive, pointing with White cement mortar 1 : 2 (1 White cement : 2 Marble dust) with an admixture of pigment to match the granite/marble shade, fixing to be secured to the backing by means of suitable approved cramps if required, finishing the surface, curing, etc., all complete as per specification and as directed by Engineer-In-Charge.(Note: The Granite stones shall be got approved by the Engineer before making bulk order.) |
| 31 | Providing, hoisting and fixing in position of following thickness of precast slabs in cement concrete 1:2:4 using hard broken stones of maximum size 20mm finished smooth of various sizes and patterns including necessary formwork and moulds, mechanical mixing, finishing the exposed surface, curing, fixing at all levels, grouting with CM / Cement grout wherever required, etc., all complete excluding cost of reinforcement which will be measured separately under relevant item, etc., all complete as per specifications and as direction of the Engineer-in-charge. |
| 32 | 50mm thick precast slab. |
| 33 | 75mm thick precast slab. |
| 34 | Providing and fixing best quality Stainless Steel sink without Drain board of overall size 610 x 510mm (Bowl depth 200mm) of make 'NIRALI / PRAYAG' or other approved equivalent make of 1mm thick Stainless Steel grade AISI-304 (18/8) as per IS-14283, including fixing over opening in RCC slab of platform or supplying and fixing CI bracket pair and placing the sink over the platform/bracket to correct line and level, basket type choke stop strainer, waste coupling with check nuts, providing flexible hose from waste coupling to Nahani trap or Waste line, finishing the platform surface with white cement or other approved grouting materials etc., all complete as per IS-14283 specifications and as directed by Engineer-in-charge. |
| 35 | Providing and fixing 14-16mm thick table rubbed White Agaria Marble Stone slab of following size and fixed in shelves, above wash basin, bath, etc., including cutting a chase of appropriate width with chase cutter, embedding (min 50mm) the stone into the chase with epoxy grout or with cement concrete 1:2:4 or white cement, finished smooth, rounding the exposed edges, polishing, etc., all complete as per specification and as directed by Engineer-in-charge. (Note: Exposed area will only be measured for payment.) |
| 36 | 600x125mm size for wash basin |
| 37 | 250x250mm Corner round for bathroom |
| 38 | Providing and Fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (Class-I) of SDR-11 of approved make conforming to IS 15778 having thermal stability for hot and cold water supply including providing CPVC plain and brass threaded fittings, fixing the pipe with concealed clamps at 1 m spacing, jointing of pipes and fittings with 1 step CPVC solvent cement, cost of cutting chasses and making good the same, testing of joints complete, etc., all complete as per specification and as directed by Engineer In-Charge. (Note: Concealed work including cutting chases and making good the wall, etc.,) |
| 39 | 20mm (Concealed on wall) Nominal Bore dia. pipe |
| 40 | Providing and fixing heavy quality 15mm C.P. Brass SINK COCK with swinging spout and wall flange of `JAQUAR' [Continental Series - Wall Mounted] or approved equivalent make including fixing with suitable SS valve/cup, flange etc., all complete as per specification. |
| 41 | Replacing the following sizes of existing damaged PVC pipes with new PVC pipe of 10 Kg. per sq.cm pressure pipe confirming to IS 4985 of make \\"Finolex\\" or equivalent approved make bearing ISI marking including all types of specials, cutting and removing the damaged portion of the existing PVC line, replacing new PVC pipe for flush tank & kitchen waste line with suitable jointing compounds, necessary opening/ chasing of the wall, flooring, etc., without interupting the regular water supply, cost of necessary GI clamps, screws, teakwood plugs, packing pieces, restoring the same after completing the job to its original condition etc., all complete as per specification and as directed by the Engineer-in-charge. |
| 42 | 50mm O/D PVC pipe |
| 43 | Supplying, fabricating and fixing Steel work welded in built up sections and framed work at all lifts comprising Chequered plates, MS angles, other structural steel sections, etc., of TATA or SAIL or approved equivalent make including cutting, welding, bending to shape, painting exposed faces with two coats of anti-corrosive paint of approved colour over a coat of red oxide zinc chromate primer/ zinc phosphate primer, embedding with Cement concrete, if necessary, etc., all complete as per specifications and drawings.[Note : The rate shall be inclusive of lifting arrangements if any required to hoist and concrete embedments for fixing the steel works.] |
| 44 | In gratings, frames, guard bar, ladders, railings, brackets, gates and similar works |
| 45 | Providing and fixing double scaffolding system (cup lock type) on the exterior side at all height made using 40mm diameter M.S. tube spaced @ 1.5m center to center at both horizontal and vertical joining with cup and lock system with M.S.tube, M.S.tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc., including maintaining it in a serviceable condition for the required duration as approved, removing after completion of repair works, the scaffolding system shall be stiffened with bracings, runners connection with the building, etc., wherever required for essential safety features for the workmen, etc., all complete as directed by Engineer-in-charge. Note:- i) The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.ii) The buildings are of Ground + 2 storeyed structure and the contractor has to observe all safety procedure while working on heights as per I.S. 3696 (Part-I) - 1987. (Safety Code for scaffolds).iii) All working platform must be of minimum 600 mm wide, made of M.S pipe and must have guard rails as per specification.iv) Screen of suitable material shall be provided to the full height of scaffolding and securely tied to protect falling objects coming out during the repair work is in progress.v) To protect workers on lower platform against falling objects from higher level over head protection should be provided on the scaffolds.vi) Necessary aluminium / M.S. ladder shall be provided at the cost of the contractor, to the full height of scaffolding at required location around the building to enable Departmental Supervisor/Engineer climb up and closely watch the repair work of the building. |
| 46 | Repairs to the wall and ceiling cracks by cutting 'V' shaped grooves and filling with crack seal compound of make Asian (Smart care crack seal) MC Bauchemie (Crackfill) or FAB Chemical (Mixbuild GP) or Bostik (Crackfill) including cleaning the grooves treat the crack with primer, apply two coats of crack seal using spatulla or putty knife, finishing the surface, etc., all complete as per specification and as directed by the Engineer-in-charge. |
| 47 | Chipping of unsound/weak reinforced cement concrete material from slabs, beams, columns, etc., with manual Chisel and or by standard power driven percussion type of approved make at all lifts including tapering of all edges, making square shoulders of cavities, cleaning the exposed concrete surface and reinforcement with wire brushes, disposal of debris within 2 Km lead, etc., all complete as directed by Engineer-In-Charge. |
| 48 | 25mm average thickness |
| 49 | Providing anti corrosive treatment to steel reinforcement by removing the rust from corroded reinforcement and applying anti-corrosive chemicals as details below including cleaning of reinforcement from rust to give it a total rust free steel surface by using alkaline chemical rust remover with paint brush, removing loose particles after 24 hours of its application with wire brush, thoroughly washing with water and allowing it to dry, applying anticorrosive coating, etc., all complete as per manufacturer specification and as directed by Engineer-In-Charge.a) Rust removal: - Removing the loose rusted particle thoroughly from the corroded reinforcement by light tapping, wire brushing and using emery paper. Applying rust converter of make Dominator plus or Bostik (Bostokleen) or FAB Chemical (Mixcoat RP).b) Anticorrosive coating: - Application of anticorrosive coating (corrosion inhibitor) of make MC Bauchemie (Zentrifix KMH) or FAB Chemical (Mixcoat ZR) or Bostik (Bostik ZRP) or Ultratech (Bindcrete). Mixing ratio of chemicals, consumption and application shall be as per manufacturer specifications. |
| 50 | Bars upto 12 mm diameter |
| 51 | Bars above 12 mm diameter |
| 52 | Repairs to damaged RCC structural members at all locations and all lifts using SBR Polymer modified plain/ reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness including preparing the dismantled concrete surface by hacking the surface for better adhesion, treating the exposed steel reinforcement using approved chemicals, providing additional reinforcement, if any required, applying bond coat, filling/plastering with polymer modified concrete repair mortar in layers using approved polymers, curing, cleaning of floor/windows thoroughly on completion of repair work etc., all complete as detailed below as per manufacturer specifications and as directed by the Engineer-in-Charge. (Note : Cost of additional reinforcement, shear keys, form work and anticorrosive treatment will be paid for separately under relevant item)a) Bond Coat: Applying SBR based bond coat of make MC Bauchemie (Naufufill-SBR) or FOSROC (Nitobond SBR) or FAB Chemical (Mixbond SBR) or Bostik (Boscocem 475) or Ultratech (Xtracrete). Mixing ratio of chemicals, consumption and application shall be as per manufacturer specifications. b) Application of repair concrete: Building up with polymer modified cement concrete repair concrete of ratio 1:1.5:3 (1 part of cement : 2.5 parts of sand : 3 parts of 6mm stone aggregates) and adding admixtures in recommended proportion of make MC Bauchemie (Naufufill-SBR) or FOSROC (Nitobond SBR) or FAB Chemical (Mixbond SBR) or Bostik (Boscocem 475) or Ultratech (Xtracrete). Mixing ratio of chemicals, consumption and application shall be as per manufacturer specifications (minimum 2% by wt. of cement shall be used). The mortar shall be applied in layers not exceeding 20 mm in a day. |
| 53 | 20mm average thickness |
| 54 | Repairing and rectifying the minor repair works in CM 1:3 like wall cracks, floor cracks, spalling of mortar on sides of doors, windows, wall and door joints, including white / colour washing and the cost of materials, T&P etc., all complete as directed by Engineer-in-charge. |
| 55 | Providing and laying in position of Mortar Bund of size 50 x 40mm in Cement mortar 1:3 (1 cement : 3 sand) upto 1 mtr length at sill level of doors including dismantling the existing bund, disposing the debris, making exposed surfaces smooth with cement slurry, curing, white / colour washing, etc., all complete and as directed by Engineer-in-charge. |
| 56 | Providing and fixing of Stainless Steel 304 grade perforated grating of 125mm dia. of approved make including removing the damaged grating, fixing, finishing the surface to match with existing surface, etc., all complete as per specifications. |
| 57 | Fixing of door/Windows/Ventilator frames in existing opening including removing the damaged hold fasts, embedding frames in floors or walls by cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of frame, finishing the damages to walls and floors to match the existing surface, white washing two coats with shell lime, disposal of debris at suitable place within a lead of 2 Km, etc., all complete as per specification and as directed by the Engineer-in-charge. |
| 58 | Door frames |
| 59 | Window frames |
| 60 | Collection and conveying of debris from various location including picking loading, conveying, unloading and levelling at the places as shown at site within 2 Kms lead etc., all complete as directed by Engineer.Note:1) The rate in respect of this item are applicable for the NET quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of rock from the corresponding stack / truck measurements.2) The earth shall be dumped well inside the dumping yard and not over approach pathway road. |
| 61 | Dismantling, clearing away and disposing of waste materials at the places as shown with a lead of 100 mtr including stacking of serviceable materials within a lead of 50m, disposal of debris, etc., all complete as per specification. |
| 62 | Brick masonry in CM |
| 63 | RR masonry in CM |
| 64 | Plain Cement Concrete/Brick bat coba |
| 65 | Reinforced Cement Concrete |
| 66 | Dismantling of old plastering / skirting including raking out the joints, cleaning the surface for plastering, disposal of debris within a initial lead of 50m, etc., all complete. |
| 67 | Providing and laying Random Rubble masonry in Cement mortar 1 : 6 (1 cement: 6 coarse sand) by using hard granite stones obtained from approved quarry including bond stones of 2 Nos/Sqm at 1.5 to 1.8 mts apart, raking out joints, curing, Sunk and flush pointing in CM 1:3 etc., all as per standard specification. |
| 68 | Providing and laying Random Rubble masonry at all levels using hard granite stones retrieved from dismantled RR Masonry in Cement mortar 1 : 6 (1 cement: 6 coarse sand) including Sunk / flush pointing in CM 1:3, bond stones of 2 Nos/Sqm at 1.5 to 1.8 mts apart, raking out joints, curing, dismantling the existing RR masonry and disposing the dismantled debris within 2Kms lead, etc., all as per standard specification. |
| 69 | Providing and laying Dry stone pitching of 230mm thick for revetment including stacking of stones, relaying to the required grade and slope, packing and filling the intersects, watering, compaction, Flush / sunk pointing the joints with CM 1:3, etc., all complete as per specifications and as directed by Engineer-in-charge. |
| 70 | Providing sunk or flush pointing over existing RR Masonry/dry stone pitching in CM 1:3 at all levels for drain, compound wall, stone pitch including cleaning the surface to receive pointing, packing with stones and mortar, finishing with float coat of neat cement, curing, scaffolding etc., all complete as per specifications and as directed by Engineer in charge. |
| 71 | Laying of retrieved cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern including taking out existing CC interlocking paver blocks from footpath/ central verge, removal of rubbish, disposal of unserviceable material within 50 mtrs lead, leveling and compacting the bed, relaying the retrieved paver blocks over compacted bed of sand, filling the joints with fine sand etc., all complete as directed by Engineer-In-Charge. |
| 72 | Providing and laying factory made precast Kerb stone of M-20 grade cement concrete of size 100mm thick & 500mm ± 50mm depth with suitable interlocking arrangement, top chamfering of size 50x70 mm or as approved size including excavation, conveying, laying the precast kerb blocks in position to the required line, level and curvature, making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), jointing / pointing the joints with cement mortar 1:3, refilling the sides, compacting, making drainage opening wherever required, etc., all complete as per specification and as directed. (Note: Length of finished Kerb edging shall be measured for payment and Precast kerb stone shall be approved by Engineer-in-charge.) |
| 73 | Providing and laying 60mm thick factory made chamfered edge prefabricated cement concrete interlocking Solid / perforated paver block of M-30 grade made by table vibratory method using PU moulded with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over 50mm thick compacted bed of coarse sand including cost of sand filling, levelling with required slope, ramming the surface, watering, consolidation using vibratory earth rammers, filling the joints with sand, cleaning, etc., all complete as per specification and as directed by the Engineer-incharge. |
| 74 | Labour charges for refixing the existing damaged / fallen Kerb stone including earth work excavation, placing and laying the existing kerb stones, pointing the joints, refilling the sides, compacting, etc., all complete as per specification and as directed. (Note: PCC if required shall be paid for separately under relevant item.) |
| 75 | Filling in depression with cement brick aggregate concrete 1:2:4 using 20mm size broken brick aggregate including compacting, curing etc., all complete upto Floor V level. |
| 76 | Labour charges for removing unconditioned existing MS gate (Single leaf) from the Brick pillars without damaging the gate and refixing the same by making pocket holes near the hold fast portion and packing with CC 1:2:4 mix and finishing to the existing surfaces etc., all complete and as directed by the Engineer-in-charge. |
| 77 | Closing of existing 110mm thick honeycomb wall with brick masonry in CM 1:4 using well burnt stock bricks at all levels including cleaning the surface, fixing the cut bricks into the holes with cement mortar, finishing the surface, scaffolding, curing all as per specification and as directed by Engineer-in-charge. |
| 78 | Providing and laying coping on top of RR masonry in CM 1:4, 40mm thick and fixing with broken glass pieces including grouting with cement slurry curing scaffolding, etc., complete. |
| 79 | White/Colour washing One Coat of lime solution using shell lime of approved quality admixed with glue, ultra marine etc., on existing surfaces of walls and ceiling at all lifts including cost of all materials, labour, scaffolding, removing nails, brooming down the surfaces for removing cobwebs, smoke dirt etc., filling the holes, cracks, crevices with Snowfilla or other suitable filler materials, covering the furniture by suitable covering materials, cleaning/removal of white washing splashing and dropping from floors, doors & windows, electrical fixtures, etc., all complete as per specifications and as directed by the Engineer-in-charge. |
| 80 | Painting all internal faces of walls / plastered surfaces with one coat of Acrylic Emulsion paint of make Asian (Tractor) / Berger (Bison) or other approved equivalent make of approved shade including preparation of surfaces, applying filler / putty wherever required, cost of all materials, labour, scaffolding, removing nails, brooming down the surfaces for removing cobwebs, smoke dirt, etc., filling the holes, cracks, crevices with Snowfilla or other suitable filler materials, covering the furniture by suitable covering materials, cleaning / removal of splashing and dropping from floors, doors & windows, electrical fixtures, etc., all complete as per specifications and as directed by the Engineer-in-charge. (Note:- The sample shall be got approved by the Engineer in charge before making bulk order.) |
| 81 | Numbering the houses by writing letters/ numbers/ symbols with enamel (Marker) paint of approved colour on the face of the wall/ Display Boards using templates and stencil cutting, including base painting, cost of materials, labours, scaffolding, applying wall care putty wherever required to making surface smooth, etc., all complete as per specification and as directed by the Engineer-in-charge. |
| 82 | 50mm size letters of approved font |
| 83 | 75mm size letters of approved font |
| 84 | 150mm size letters of approved font |
| 85 | 200mm size letters of approved font |
| 86 | Levelling and lifting of old RCC Precast Members (light pole/fencing pole/precast slab etc.,) by using mechanical means like JCB including clearing and levelling the existing ground level, loading & unloading of excess soil and precast RCC members in Vehicles for Conveying if required, etc., including cost of fuel, operator, etc., all as directed by the Engineer-in-charge. |
| 87 | Supplying laying and jointing of RCC hume pipes with collars of class NP-2 as per IS specifications including aligning to proper level and line as directed at site, jointing with Cement Mortar 1:2, curing, etc., complete as per specification. |
| 88 | 150mm dia. RCC hume pipes |
| 89 | 300mm dia. RCC hume pipes Government of IndiaDepartment of Atomic EnergyGeneral Services OrganizationCivil Engineering Group TENDER DOCUMENT FOR Masonry Repairs & Maintenance works in Residential and Non-residential buildings at Pudupattinam area of Kalpakkam Township during the year 2026 - 2027. Tender No: GSO/CTC/CEG/340/2026 Part – II : Financial Bid (Section - VIII) INDEX S/No. Title Page No. |
| 90 | GENERAL INFORMATION FOR GUIDANCE OF TENDERERS |
| 91 | The schedule of quantities is to be read for the purpose of pricing in conjunction with the special conditions, general rules for the guidance of contractors, conditions of contract, specifications, drawings, schedule of supply of materials and the appendices. |
| 92 | The prices inserted in the schedule of quantities shall be inclusive of value of the work described including all cost and expenses, which may be required in and for the construction of the work described together with the general risks, liabilities and obligations not forth or implied in the documents on which the tender is to be based. |
| 93 | The quantities stated are to be considered approximate only and the unit prices entered in the schedule of quantities and prices shall apply only to the actual quantities measured in the completed work in accordance with the specifications. |
| 94 | All the materials other than those shown in schedule of supply of materials in section VII are to be arranged by the contractor and his rates should account for the same. |
| 95 | Rates quoted for all items in this tender shall include cost of all materials including cement and steel. Department will not supply any materials other than materials stipulated in Section - VII of the tender and as such the rates quoted must be all inclusive. |
| 96 | If contractors need any clarification they are required to contact the ‘Head, CTC, CEG, GSO, Kalpakkam – 603 102, Chengalpattu district, Tamilnadu (Ph – 044 - 27481238 and 044-27480500 Extn. 84727, 85803) during office hours. SECTION VIII - CONDITIONS FOR CEMENT & STEEL |
| 97 | The contractor shall be responsible for supply of cement and procure Ordinary Portland Cement conforming to IS 269-2015 / Portland Pozzolona Cement conforming to IS: 1489-2015 and use it on works. Since the supply of cement by the department has been dispensed, all the clauses relevant to supply of cement by department in this tender document stands cancelled. The contractor shall purchase cement from the approved manufacturers only. The secured advance on cement shall be regulated as per Clause 10-B of conditions of contract. Secured advances on cement up to 90% of assessed price shall be paid to the contractor after indemnifying the Government and through insurance cover. The quantity of cement on which secured advance shall be paid will be restricted to the consignment of cement tested and passed in the test in department laboratory. Prior approval to be obtained from the Engineer for the quantities proposed to be purchased. |
| 98 | The contractor shall procure Ordinary Portland Cement conforming to IS 269-2015 / Portland Pozzolona Cement conforming to IS: 1489-2015 and use it on works. Ordinary Portland Cement, as required in the work, from reputed manufacturers of cement, having a production-capacity of one million tonnes per annum or more, such as A.C.C., L & T, J.P. Rewa, Vikram, Shri Cement, Birla Jute and Cement Corporation of India, etc., as approved by Ministry of Industry, Government of India, and holding license to use ISI certification mark for their product whose name shall be got approved from Engineer-in-charge. Supply of cement shall be taken in 50 Kg. bags bearing manufacturer’s name and ISI marking, samples of cement arranged by the contractor shall be taken by the Engineer-in-charge and got tested in accordance with provisions of relevant BIS codes. In case test results indicate that the cement arranged by contractor does not conform to the relevant BIS codes, the same shall stand rejected and shall be removed from the site by the contractor at his own cost within a week’s time of written order from the Engineer-in-charge to do so. |
| 99 | The cement shall be brought at site in bulk supply of approximately 50 tonnes or as decided by the Engineer-in-charge. |
| 100 | The cement Godown of having a capacity to store minimum of 2000 bags of cement shall be constructed by the contractor at site of work for which no extra payment shall be made from department. Double lock provision shall be made to the door of the cement godown. The keys of one lock shall remain with the Engineer in charge or his authorised representative and the key of the other lock shall remain with the contractor. The contractor shall be responsible for the watch and ward the safety of the cement godown. The contractor shall facilitate the inspection of the cement godown by the Engineer-in-charge at any time. |
| 101 | The contractor shall supply free of charge the cement required for testing. The cost of tests shall be borne by the contractor. |
| 102 | The actual issue and consumption of cement on work shall be regulated and proper accounts maintained as provided in Clause 10 of the contract. The theoretical consumption of cement shall be worked out as per procedure prescribed in Clause 42 of the contract and shall be governed by conditions laid therein. |
| 103 | Cement brought to site and cement remaining unused after completion of work shall not be removed from site without written permission of the Engineer-in-charge. REINFORCEMENT STEEL |
| 104 | The contractor shall procure only TMT bars of Fe500-D Grade conforming to IS – 1786 (Latest edition) produced by the following manufacturers SAIL, RINL, TATA & JINDAL with a test certificate and use it on works after getting approval from department Engineer or tested in department laboratory. Sample shall be tested for all the required parameter as specified in the BIS before bulk purchase. The contractor shall have to obtain and furnish test certificates to the Engineer-in-charge in respect of all supplies of steel brought by him to the site of work. Samples shall also be taken and got tested by the Engineer-in-charge as per the provisions in this regard in relevant BIS codes. In case the test results indicate that the steel arranged by the contractor does not conform to BIS codes, the same shall stand rejected and shall be removed from the site of work by the contractor at his cost within a week’s time from written orders from the Engineer-in-charge to do so. |
| 105 | The steel reinforcement shall be brought to the site in bulk supply of 10 tonnes or more or as decided by the Engineer-in-charge. |
| 106 | The steel reinforcement shall be stored by the contractor at site of work in such a way as to prevent distortion and corrosion and nothing extra shall be paid on this account. Bars of different sizes and lengths shall be stored separately to facilitate easy counting and checking. |
| 107 | For checking nominal mass, tensile strength, bend test, re-bend test etc. specimen of sufficient length shall be cut from each size of the bar at random at frequency not less than that specified below: Size of bar For consignment below 100 tonnes For consignment over 100 tonnes Under 10 mm dia. One sample for each 25 tonnes or part thereof One sample for each 40 tonnes or part thereof 10 mm to 16mm dia. One sample for each 35 tonnes or part thereof One sample for each 45 tonnes or part thereof Over 16 mm dia. One sample for each 45 tonnes or part thereof One sample for each 50 tonnes or part thereof |
| 108 | The contractor shall supply free of charge the steel required for testing. The cost of tests shall be borne by the contractor. |
| 109 | The theoretical consumption of steel on work shall be worked out as per procedure prescribed in Clause 42 of the contract and shall be governed by conditions laid therein. For the purpose of payment, weight will be calculated on the basis of bar bending schedule and weights of bar given as under. Wherever actual lengths placed differ from bar bending schedule actual length will only be measured. Bar dia. mm Weight Kg/Metre 5.0 0.154 6.0 0.222 8.0 0.395 10.0 0.617 12.0 0.888 16.0 1.58 20.0 2.47 25.0 3.85 28.0 4.83 32.0 6.31 36.0 7.99 However the payment for 6mm and 8mm dia. (nominal size) MS rods will be based on the weight as arrived at by the procedure as specified below. For the purpose of arriving at an average weight per unit length of any individual size of the bar, a set of bars of the same size selected at random from each consignment shall be weighed, their lengths accurately measured and average weight per unit, length found out. Unit weights thus found out, for each size and each consignment shall be approved by the Engineer. Bars measured as used in works shall be converted into weight by adopting unit weights referred to above. |
| 110 | Steel brought to site and steel remaining unused shall not be removed from site without the written permission of the Engineer-in-charge. General Notes of AMC for Masonry Works: |
| 111 | Tenderers are advised to visit the site of work with prior permission from Engineer-in-charge/Authorized representative to acquaint themselves with the nature and location of work before quoting the tender. |
| 112 | The work is to be carried out in residential buildings with least disturbance. |
| 113 | The contractor should arrange the labour pass for their labourers before commencement of work. |
| 114 | The Contractor shall be responsible for all the risk & cost of their labour and they should possess valid insurance policy for the entire contract period and also they have to submit the copy of insurance to the department before commencement of work. |
| 115 | The Contractor should provide safety belt, helmet and other safety gadget for labourers working above 1.5 m height of building. |
| 116 | Safety of the staff employed will be the responsibility of the contractor. Department will not be responsible for any mishap, injury/accident or death of the labours engaged by the contractor. No. claim in this regard shall be entertained/ accepted by the department. The contractor shall be responsible for all damages and accidents due to negligence on his part. |
| 117 | The Contractor shall arrange to provide the service on Saturday, Sunday and other holidays, in case of emergency as and when required by the Engineer-in-charge, as well as for curing purpose if necessary, failing which, penal recovery shall be made and decision of Engineer-in-charge will be final. |
| 118 | The contractor shall engage required mason /mazdoor and adequate material to be maintained on day by day/ regular basis. |
| 119 | The Contractor shall be assigned to attend the complaints on weekly basis for normal complaints and on daily basis for emergency / urgent complaints thro complaint registers / on telephones / verbal instruction from Engineer-In-Charge. In all cases, the contractor shall attend the complaints based on its priority and penal recovery will be made for delay / failure in completing the complaints as detailed below:- Priority Nature of complaint Duration to complete / attend the complaint Penal recovery Remarks I Emergency / Urgent complaints 1 day 200/- per day Decision of Engineer-In-Charge shall be final for deciding the priority of job. Normal Complaints II Minor complaints relating to internal repair works 3 days 50/- per day III Major complaints relating to external complaints such as compound wall, footpath, roof leak, etc., 7 days 100/- per day |
| 120 | The contractor shall provide daily/ weekly report stating the nature of complaints received, attended, balance complaints, etc., to the Engineer-in-charge or his authorized representative on daily/ weekly in the approved format. |
| 121 | The Contractor shall provide and maintain triplicate book for receiving the job complaint order from Engineer-In-Charge in the approved format. |
| 122 | No debris shall be left over during the repair works under each item on any day. An area for 'Debris bins' will be identified on the request of contractor for collection of debris generated on day to day basis. The Debris from debris bin shall be cleared by the contractor every month. The contractor should maintain adequate number of wheel barrows all the time for shifting the debris to Debris bin. |
| 123 | Penal recovery of Rs. 500/- per Cu.m will be imposed for non-clearing of debris and the decision of Engineer-in-charge will be final. |
| 124 | Most of the minor complaints related to internal repair works have to be carried in the quarters occupied by the residents. If the quarter where the complaints received is in door locked condition and the residents are not available at the time of visiting, then the door lock intimation slip shall be pasted on the main door or at visible area at the entrance to intimate the maintenance team attendance. 15) General Code of conduct to the Contract Personnel * All contract staff should wear ID Card signed by GSO Officials and it should be kept visibly seen. * Contractor should provide uniform / fluorescent visi wears bearing contractor logo to all labours engaged by them for proper identification. * When entering the house for attending complaints, they should get the permission of occupants, informing the nature of complaints entered in the complaint register. * While attending complaints, the contract personnel shall insist the occupant to be available nearby. * The contract personnel are requested to talk politely, gently in soft tones to the occupants and in particular while talking to lady members. * After attending complaints, the contract personnel should get the grading sheet filled up with marks and get the signature of the occupants. Please Enable Macros to View BoQ information |
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