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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹14.2 Cr
EMD Value
₹28.4 L
Closing Date
2 Jan 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Enhancement/Upgradation of facilities at existing inspection and lifting bay and surrounding area of Metro Carshed at Noapara including Architectural Finishing Works - redevelopment of facade and construction of shed on both sides, Drainage development work, CC/RCC flooring including epoxy flooring, Renovation of offices inside the shed, treatment of surface and gutter drainage and other related miscellaneous works.
RVNL_KOL_NGA_NOACAR_RENOV~RVNL
RVNL_KOL_NGA_NOACAR_RENOV
Special Limited
Works - General
9 Months
24 Paraganas North, West Bengal
₹0
₹28.4 L
2 Jan 2026
17 Dec 2025
27 Dec 2025
05-SCHEDULE-E [OTHER ITEMS OF WORK NOT COVERED IN BOQ] as per
06-SCHEDULE-F [Gardening, Landscaping & Horticulture Works as per
Item Breakup - 01-SCHEDULE-A
Clearing jungle including uprooting of rank Sqm vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
"Providing and laying in position ready mixed cum or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in- harge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re- design the mix or bear the cost of extra cement. Concrete of M15 grade with minimum cement content of 240 kg /cum" PIU-KOLKATA-2-CIVIL/RVNL
"Providing and laying in position ready mixed cum or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- harge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re- design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum"
"Providing and laying C.C. pavement of mix cum M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately)."
"Brick work with clay flyash F.P.S. (non cum modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : Cement mortar 1:6 (1 cement : 6 coarse sand)"
Providing and fixing granite stone cladding Sqm for wall lining/columns (verneer work) with 17/18mm thick polished granite stone slabs fixed flush on 20mm thick base mortar 1:4 (1cement:4coarse sand) using stainless steel cramps 25mmX4mmX75mm long of desired shape and stainless steel pins 6mm dia and 25mmlong. The granite slab shall be laid as per approved pattern as shown in the drawings pointed neatly with white cement mixed with match ing pigment including cring, desired polishing and finishing in all respect at all floor levels and heights complete in all respect including the cost of stainless steel pins and crps etc. complete as per drawings/specifications and directions of architect/engineer-in-charge.The cost of making necessary grooves all around stone pieces, chamfering of corner edges and polishing are included.
12mm cement plaster of mix : 1:6 cement Sqm mortar. Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding. PIU-KOLKATA-2-CIVIL/RVNL
"15mm cement plaster on the rough side of Sqm single or half brick wall of mix : 1:6 cement mortar Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary)"
"Providing and applying white cement based Sqm putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth. Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary)".
"Applying one coat of water thinnable Sqm cement primer of approved brand and manufacturer on wall surface : Water thinnable cement primer. Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary)".
Wall painting with acrylic emulsion paint of Sqm approved brand and manufacturer to give an even shade : Two or more coats on new work. Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary).
"Finishing walls with Acrylic Smooth exterior Sqm paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm). Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary)".
"Painting with synthetic enamel paint of Sqm approved brand and manufacture to give an even shade : 13.61.1 Two or more coats on new work".
"Providing and painting polyurethane paint of Sqm approved brand and shade, on new work metal two or more coats, to given an even shade, including one coat of primer, preparation of surface using automotive putty, thinners etc. surface duly emery papered to give a perfectly smooth and even prepared surface before painting as per specifications and as directed. Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary)".
"Providing and fixing approved shade and Kg colour powder coated (minimum coated 55 microns) aluminium fixed louvers with extruded aluminium frame, sub frame, beading, gasket, sealant etc. all complete and as shown in approved drawings. Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary)". PIU-KOLKATA-2-CIVIL/RVNL
"Providing and fixing double scaffolding Sqm system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done."
Providing and applying Nitoflor SL 2000 or Sqm similar flow applied 2mm thick epoxy resin- based floor topping high strength self-smooth underlay conforming to BS 6319 for a compressive strength not less than 40N/mm2, flexural strength 25N/mm2 and tensile strength 12N/mm2 in 7 days. The scope of the work includes: -(a) Surface preparation: surface shall be prepared by mild scarification to get mechanical key effect to the primer and the concrete surface for ensuring maximum bonding. Strong de- grease shall be used to remove the oil deposit on the concrete. Dust and loose particles shall be cleaned using vacuum cleaners. (b) Application of primer Supply and application of primer NITOPRIME 25 after mixing the base and hardener mechanically using a slow speed heavy duty drilling machine (400 to 500 rpm)fitted with a suitable paddle to achieve homogeneous mix and applied on the prepared surface. (c) Application of NITOFLOR SL 2000 or similar: Supply and application of Nitoflor SL 2000, over the prepared surface after mixing mechanically the two components using heavy duty drilling machine until achieving a homogeneous mix and spread on the prepared area using serrated trowel for a thickness of 2mm. Spike roller shall be rolled over to remove the entrapped air. Colour scheme shall be provided as per approval of the Engineer-in-charge. PIU-KOLKATA-2-CIVIL/RVNL
"Providing and fixing aluminium work for Kg 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, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading f o r glazing/paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- charge. (Glazing, paneling and dash fasteners to be paid for separately) :For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary)".
"Filling the gap in between aluminium frame Metre & adjacent RCC/ B r i c k / S t o n e w o r k by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction o f Engineer-in-charge complete. Upto 5mm depth and 5mm width. Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary)".
"Providng and fixing in position Laminated Sqm toughened Glass of 13.52 mm (6mm + 1.52mm PVB + 6mm) thickness for construction of glass canopy including the cost of filling gaps with clear/coloured sealant of approved make and brand etc. complete and as per site requirement. Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary)".
"Providing and fixing 6 mm thick clear float Sqm toughened glass in aluminium door, window, ventilator shutters and partitions etc. with PVC / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-Charge . (Cost of aluminium snap beading shall be paid in basic item.) Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary)".
" P r o v i d i n g and fixing Chemical Anchor Numbers 1000.00 Fastener with Anchor Rod Anchor rod HAS-U 5.8 M16x300 and Injectable mortar HY 200-R V3 500/2 of Hilti or equivalent make with all complete as per the direction of the Engineer-in-charge. Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary)". PIU-KOLKATA-2-CIVIL/RVNL
"Providing and fixing Dash Fastener of Numbers 2000.00 M10x100 of Hilti or equivalent make with all complete as per the direction of the Engineer-in-charge. Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary)".
Supplying HSA-R SS Wedge anchor (Std stud Numbers anchor HSA-R) M12x145 Stainless Steel Anchor Fastener (Hilti or equivalent make).
Providing and fixing HSA-R SS Wedge Anchor Numbers 7400.00 Fastener of Hilti/Equivalent make of 10 mm dia and 98 mm long including making hole and complete in all respect as per direction of the Engineer-in-charge.
"Providing and fixing structural steel tubular Kg section of approved size by welding etc. including applying a priming coat of approved steel primer. MS Tube Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary)".
"Steel work welded in built up sections/ Kg framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works."
"Supplying, fabricating, and fixing stainless Kg steel railing, Canopy structured with its necessary Hollow tubular/circularpipe/rectangular/square section of required thickness as per drawing / direction of RVNL authority of 304/ 316 grade of stainless steel with necessary fixtures, work completed in all respects with all lead, lift, crossing of track, labours, and materials in restricted time and space. The work includes fabrication, supply, and installation of stainless steel canopy structure with railing, as per approved drawings and RVNL specifications, using 304/316 grade stainless steel materials, ensuring minimal disruption to Metro Services. Payment of the components will be made minimum in comparison to the actual weight and Manufacturers weight stipulations except fasteners to be paid in seperate items . Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary)". PIU-KOLKATA-2-CIVIL/RVNL
Providing and fixing Aluminium composite Sqm panels in all colours of Alucobond/Alpollo of approved equivalent for external/internal wall cladding at all heights and elevations Including necessary aluminium frameworks. The aluminium composite panel consist of 3mm thermoplastic core of clear ant-oxidant LDPE sandwiched between two skins of 0.5mm thick aluminium alloy sheet making a total sheet thickness of 4mm. The surface shall be Finished with PVDF base coating on the top side and service coating on the reverse side shall be with a polymer paint. Coating shall conform to ECCA of AAMA, the system shall design to withstand wind pressure of 200kg/sqm and shall be fixed to the masonry/RCC walls with necessary clamps, brackets and anchor fasteners. JAI MS clamps and brackets shall be hot dip galvanised minimum 80 microns thick and confirmed to IS:4759-1996. The extruded Aluminium sections shall be anodised in approved colour with anodic coating minimum 20miorons. Extruded section shall be of 6063 T5 or T6 alloy conforming to ASTM B 221, Any other fastening strips, nuts, bolts, rivets, Washers, etc., necessary are included in the rate.
Providing and laying vitrified floor tiles in Sqm different sizes (thickness to be specified by the manufacturer) 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 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 800x800 mm. PIU-KOLKATA-2-CIVIL/RVNL
Providing and fixing at all height false ceiling Sqm of 12.5 mm thick tapered edge gypsum board conforming to IS:2095- Part I, including providing and fixing of frame work made of special sections power pressed from M.S. sheet and galvanised with zinc coating of grade 350 as per IS:277 and consisting of angle cleats of size 25 mm x 1.6 mm with flanges of 22 mm and 37 mm at 1200 mm centre to centre one flange fixed to the ceiling with stener 12.5 mm dia x 40 mm long with 6 mm dia bolts to the angle hangers of 25 mm x 25 mm x 0.55 mm of required length and other end of angle hanger being fixed with nut and bolts to G.I. channels 45 mm x 15 mm x 0.9 mm running at the rate of 1200 mm centre to centre to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having clips of 10.5 mm at 450 mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of raw l plugs at 450 mm centre to centre with 25 mm long drive all screws @ 230 mm interval including jointing and fixing to a flush finish of tapered and square edges of the gypsum board with recommended filler, paper tapes, finisher and two coats of primer suitable for gypsum board as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the Engineer-in- Charge but excluding the cost of painting. Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary).
"Painting with aluminium paint of approved Sqm brand and manufacture to give an even shade. Two or more coats on new work. Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary)". PIU-KOLKATA-2-CIVIL/RVNL
"Providing and fixing 0.5mm total coated Sqm thick high tensile Zinc Aluminium alloy coated profiled sheeting system having total coating mass of 150gm/m2 (AZ 150). The paint system consists of 15-20 micron polyster coating over primer on outer side and manufacturer' backer coat on inner side. The sheet is to be fixed to the purlin with polymer coated hex head self drilling self tapping (SDST) screws with integral washers and EPDM seals to generate water-tight system. The sheet shall generally be as per IS14246. The work shall include all profiles and gutters as per the details shown on the approved drawings and as per specialist manufacturers recommendation, complete in all respects. The work shall be executed in flat, tapered, curved form both in plan and section as required. Complete in all respect with all labour, materials, lead, crossing track in restricted time, space and scaffolding (as may be necessary)".
"Providing, commissioning of submersible pump set with submersible squirrel cage motor suitable for 3 phase, 415 volts, 50 cycle AC supply, water proof cable for connection to motor, 65 NB column pipe (heavy) Jindal or equivalent make with pipe support clamps, pressure gauge assembly, butterfly valve of Cl body & SS internals with Teflon bush & nitrile 'o' ring, on delivery pipe of pump set etc. including electric control panel control panel with float switch all complete as per specification/as approved by Engineer in charge. Head: 11.5- 23.5m, 5 HP approx motor Capacity & Discharge: 4-20 lps Note: Rate is excluding of connecting GI pipes & fittings."
Providing unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (a) 75 mm diameter
Providing unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (b) 110 mm diameter
"Providing unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Coupler" (a) 75mm
"Providing unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Coupler" (b) 110mm PIU-KOLKATA-2-CIVIL/RVNL
"Providing unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Single pushfit Coupler (a) 75mm
"Providing unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Single pushfit Coupler (b) 110mm
"Providing unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal e x p a n s i o n . Single tee with door (a) 75x75x75mm
"Providing unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal e x p a n s i o n . Single tee with door (b) 110x110x110mm
"Providing unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Single tee without door (a) 75x75x75mm
"Providing unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Single tee without door (b) 110x110x110mm
"Providing unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5° (a) 75mm bend
"Providing unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5° (b) 110mm bend
"Providing unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Shoe (Plain) (a) 75mm shoe PIU-KOLKATA-2-CIVIL/RVNL
"Providing unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Shoe (Plain) (b) 110mm shoe
Providing and fixing unplasticised -PVC pipe Each clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (a) 75mm
Providing and fixing unplasticised -PVC pipe Each clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (b) 110mm
Providing and fixing to the inlet mouth of rain Each water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
"Supply and fixing RCPC precast designer Each drain cover of size 750mmx500mmx75mm (thickness) with M35 grade of polymeric concrete, four side edge protection with 5mm thick and acrylic top coating and chequered pattern as per approved drawing. The - rate includes transportation of precast slab from factory to worksite, placing in position with all lift & lead, required dosage of admixture and labour and etc. all complete. Note: Dosages of polymer will be as under:-a) Glass Fiber@ 3.5% of the weight of cement. b) Styrene Butadiene Latex @ 1.9% of the weight of Cement. c) Polyester Fiber@ 0.75% of the weight of cement."
Providing & laying non pressure NP-4 Class Metre RCC pipe with collars/SS, jointing with 1:2 Cement and ordinary sand mortar including testing of joints but excluding earth work with all labour and material as a complete job. Cement for mortar will be paid separately. 600mm dia
"Filling suitable, well graded contractor's fine cum sand of approved quality in weak formation, in layers not exceeding 600 mm depth in loose state, in the entire width of the formation in cutting, below or above natural ground level, or as directed to dimension and slopes shown in cross section sheets or as directed by the Engineer. Compaction upto the required relative density (min.70% of the relative density obtained as per IS: 2720 pt. IV-1983). Vibratory Roller shall be used to compaction of sand, the cost of which is inclusive in this item." PIU-KOLKATA-2-CIVIL/RVNL
"Providing and laying bitumen mastic Sqm wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). 25 mm thick"
"Providing chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern."
"Drilling suitable holes in reinforced or plain Numbers cement concrete with power driven drill machine up to required depth in RCC beams, lintels, columns, slabs, etc. to insert steel reinforcement including fixing the steel reinforcement using FISCHER or equivalent chemical Jo grout of approved make, including necessary scaffolding but excluding the cost of reinforcement with all complete as per direction of the Engineer-in-charge." (a) 16 mm dia bar, 20 mm hole, 300 mm depth
"Drilling suitable holes in reinforced or plain Numbers cement concrete with power driven drill machine up to required depth in RCC beams, lintels, columns, slabs, etc. to insert steel reinforcement including fixing the steel reinforcement using FISCHER or equivalent chemical Jo grout of approved make, including necessary scaffolding but excluding the cost of reinforcement with all complete as per direction of the Engineer-in-charge." (b) 10mm dia, 14 mm hole, 100 mm depth
Supplying, Fitting, Fixing ceramic Mural on Sqm wall. The Mural will be multicolour ceramic tiles of different size and shape (PORTRAIT AND REALISTIC FIGURE PORTION). The tiles are with approved adhesive.
Hire charges of Smooth Wheeled Roller 8 to Hour 10 tonne for compaction works. Rate include cost of services of operating staff, Cost of lubricating oil, diesel/ Petrol/ Kerosene oil, other consumables for running the plant and machinery. PIU-KOLKATA-2-CIVIL/RVNL
"Supply, commissioning of sump pump as per the following technical details: Capacity 24 CMH Head: 8 MTR"
Providing and fixing 6mm thick extruded Sqm polycarbonate sheet, UV coated both sides, opaque and of approved colour and approved make and as per IS 14443-1997 for view cutter as per the drawing complete in all respect. The sheet is to be fixed to the supporting MS/SS hollow structure using polymer coated hex head self drilling self tapping (SDST) screws with integral washers and EPDM seals. Sheet installation to be as per approved shop drawings and to the satisfaction of the Engineer-in-charge. Colour and Transparecy of sheets shall decided as per the approved architectural drawings and the Engineer-in-charge. Providing and fixing MS/SS supporting strutures shall be paid extra. Total 120568938.22
Item Breakup - 02-SCHEDULE-B
"Steel including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more." Total 1078500.00
Item Breakup - 03-SCHEDULE-C
"Chipping of unsound/weak concrete material Sqm from slabs, beams, columns, floors etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In- Charge. 75mm average thickness."
"Demolishing cement concrete manually/ by cum mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)".
"Removal of muck, rubbish, sludge, effluent, RM debris, silt, and other obstructions from drainage system by manual/mechanical cleaning using necessary equipment (e.g., vacuum cleaners, pumps, or jetting machines).Ensure drains are clear and free- flowing. Dispose of cleaned muck, debris, etc., as per environmental norms and RVNL guidelines. Work includes all labours, T&P, machinery, lead, lift, crossing of track, and safety measures, even in restricted time and space. Payment will be made as per actual physical measurement, except disposal of muck, debris, etc. which will be paid under relevant item of BOQ." PIU-KOLKATA-2-CIVIL/RVNL
Dismantling steel work in built up sections in Kg angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
Dismantling aluminium/ Gypsum partitions, Sqm doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge.
"Dismantling stone slab flooring laid in Sqm cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres l e a d . The dismantled materials shall be handed over to Metro Railway."
"Grinding by using specialized mechanical Sqm grinding machines with diamond grinding discs, suitable for work at a maximum height upto 15 m from floor level, with necessary scaffolding and safety. Ensure surface is clean, free from dust, debris, and loose particles.Grind the RCC surface to achieve a smooth finish, removing anyimperfections, undulations, unevenness. Achieve a smooth, even finish, acceptable to the Engineer-in- charge. Ensure proper scaffolding and safety arrangements for work at height, including harnesses and helmets. Implement necessary safety measures to prevent dust and debris fall. The work shall be completed with all respects with all labours, T& P, Crossing of track, lead, lift upto 15 m from floor level, in restricted time and space, safety measures equipments, The payment will be made as per actual area of work done. Scaffolding shall be paid extra in relevant BOQ item." Total 9721861.50
Item Breakup - 04-SCHEDULE-D
"Providing and applying integral crystalline Sqm slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R- 2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal surface one coat @ 1.10 kg per sqm."
Treatment of Pedestal by Fosroc or Sqm equivalent - Removal of Damaged Concrete. Removal of damaged concrete along with loose damaged and cracked concrete/cover concrete at all specified locations up to beyond the corroded steel reinforcements to a depth of 10 mm minimum behind the reinforcement by chipping/hacking with chisel and hammer or by mechanical means like chisel hammer, pneumatic chippers including high pressure water jetting to chipped concrete and reinforcement and removal and disposal of debris within owners premises including all plant and machineries. Hard concrete shall not be removed. However if the rebar is corroded, concrete around it shall be removed. Depth of chipping may very from 50 mm to 150 mm complete with labor, machinery, tools etc. all as directed by Engg.in charge. The edges of repair location shall be saw cut to a depth of at least 10 mm to avoid feather edgeing and provide a square edge. Removal of dust, loose particles, marine growth etc. from concrete surface manually by wire brush, mechanically or any other means to obtain a sound surface over areas other than above." PIU-KOLKATA-2-CIVIL/RVNL
Treatment of Pedestal by Fosroc or Sqm equivalent - Rust Removal from Reinforcement Bar. Cleaning as directed & specified all rust/ scales/corrosion from reinforcement bars using rust remover Reebaklens RR of Fosroc or equivalent having Specific Gravity 1.16-1.22. The material to be applied to the rusted metal using brush and make leaving to dry for 30 mins & washing surface with fresh water as required to exposed reinforcement bars complete as specified. The coverage of Rust Removing agent shall be 2.0 -2.5 Sqm/L. Item rate is inclusive of materials all labour, tools and tackles, and transportation etc. complete as per specification and as directed by Engg.- in-charge."
Treatment of Pedestal by Fosroc or Sqm equivalent - Zinc rich coating. Providing & applying inhibition coats/system to exposed reinforcement bars after drying & also new bars after cleaning & removing scales and rust completely as specified. Two component inhibitor Nitozinc Primer or equivalent having specific gravity of 1.75, Adhesive bond strength > 1.5 N/mm2, Zinc content in dry fiIm> 84 % by weight, 40 microns DFT, Fully dry/ Recoatable - 45 minutes to 1 hour, surface drying time @ 270C - 20 to 40 mins as approved by engineer shall be used as per manufacturers specification in two coats including all labors, tools and tackles, necessary surface preparation and necessary protection after and during work.
Treatment of Pedestal by Fosroc or Kg equivalent - Injection Grouting. Providing and executing injection/pressure grouting in cracks in the parent concrete by fixing PVC nipples at 150 mm to 200 mm distance or specified distances as per design and detailed specifications. Pressure grouting using low viscous epoxy grout Conbextra EP 10(M) of Fosroc or equivalent having mix density 1060 kg/m3, Compressive Strength (ASTM D695)-60 N/mm2,TensiIe Strength(ASTM C 304-97)-20 N/mm2,FIexuraI strength(BS 6319 Part3)-45 N/mm2.Pressure grouting shall be done at required pressure etc.shall complete as directed by EIC. Payment shall be made on actual grout consumed. PIU-KOLKATA-2-CIVIL/RVNL
Treatment of Pedestal by Fosroc or Sqm equivalent - Epoxy Bond Coat. Providing and applying Epoxy bonding agent on the prepared surface to receive polymer modified mortar/polymer modified micro concrete, with two component epoxy based bonding coat Nitobond EP Std of Fosroc make or equivalent, having Compressive strength(BS 6319 Pt.2)- 40 Mpa at 7 days, Flexural strength strength(BS 6319 Pt.3)- 25 Mpa at 7 days, Tensile strength (BS 6319 Pt.7)- 15 Mpa at 7 days, Bond Strength (ASTM C881)- 11 Mpa at 7days, having an over lay time of 3 Hrs at 35 °C. Laying of reinstatement polymer modified mortar or micro concrete shall be completed within the overlay time of bonding coat. 1Iitre pack will cover about 2.0-2.5 Sqm. Item rate is inclusive of materials all labour, tools and tackles, Shuttering Supporting material and transportation etc. complete as per specification and as directed by Engg.-in- charge.
Treatment of Pedestal by Fosroc or Sqm equivalent - Form Work Providing and fixing of Formwork with centering and necessary staging upto 4 m using props and 12 mm thick ply board with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works. Item rate is inclusive of materials all labour, scaffolding, tools and tackles, and transportation etc. complete as per specification and as directed by Engg.-in- charge. Payment shall be made on actual area as per site measurement. Payment shall be made as per actual site measurement.
Treatment of Pedestal by Fosroc or cum equivalent - Micro-concrete Strength 75MPa Providing and applying polymer modified Non shrink high strength micro-concrete like Renderoc RG SPL of Fosroc make or equivalent having compressive strength -75 Mpa at 28 Days, Tensile strength- 2 Mpa @ 28 Days, Flexural Strength -8 Mpa at 28 Days, Young's modulus-25 kN/mm2, Expansion characteristics (ASTM C827 - 1987)-Unrestrained expansion 1 to 4 %,Pressure to restrain Plastic Expansion- Approx. 0.004 N/mm2,ThermaI Conductivity # 1.5 W/m °C. Pouring the same into the leak proof formwork using suitable arrangement or if required using pumping device for uniform flow of micro concrete. The side shuttering can be removed after 3 days and the bottom shuttering after 7 days ensuring proper bond between the micro concrete and existing concrete substrate. Item rate is inclusive of materials all labour, tools and tackles, Shuttering Supporting material and transportation etc. complete as per specification and as directed by Engg.-in- charge. PIU-KOLKATA-2-CIVIL/RVNL
"Waterproofing of pipe penetration at the Numbers junction of pipe and RCC roof all complete as per direction of the Engineer-in-charge. Following steps are involved: 1. Cutting & Preparation: Cut the junction of pipe-to-slab at least 2 to 4 inches all around the pipe. Cut floor level up to 2 inches depth to expose the mother RCC slab. Remove loose concrete & debris. 2. Surface Preparation: Wire brushing around pipes for proper bonding. Clean debris, dust & rust from GI pipe surfaces. Apply rust remover if required. 3. Epoxy Injection / Epoxy Base Grout Filling: Pour Fosroc epoxy-based grout into the groove up to 10 mm thickness. Ensure epoxy penetrates into cavities & microcracks. Allow to cure as per Fosroc guidelines. 4. Fosroc GP2 Micro-Concrete Grouting: After epoxy cures, fill the remaining depth with Fosroc GP2 micro-concrete. Compact manually to avoid air voids. Shape and finish surface smoothly. 5. PU Sealant Application: Apply PU Sealant (Grey colour) at Pipe-to-concrete junction, Pipe collars, Minor gaps & hairline cracks. Ensure an elastic seal joint with 25- 50% movement capability. 6. Fosroc Nitoproof 600PF - Top Coating: Apply two coats of Fosroc Nitoproof 600 PF (Grey) over the entire treated surface. Ensure uniform thickness and UV/weather protection. 7. Additional Works: Repair damaged membrane around pipes. Reinforce weak areas using polymer-modified mortar. Application of bonding agents where required. Provide temporary protection while curing. Cleaning & removal of debris."
"Gutter Waterproofing all complete as per Sqm direction of the Engineer-in-charge. Following steps are involved: 1. Surface Cleaning & Preparation: Clean the gutter area thoroughly with wire brush & mechanical tools. Remove dust, loose particles, organic growth, algae & deteriorated APP membrane flakes. Wash surface with water (if required) and allow surface moisture to evaporate. 2. Primer Application: Apply self primer over entire surface. Ensure complete sealing of the substrate to promote adhesion. 3. Application of ShaliUrethane BTD/ Asian Paints PU Aqua (2-3 Coats): Apply 1st coat of ShaliUrethane BTD using roller/brush. Allow drying for 3-4 hours (depending on weather). Apply 2nd coat perpendicular to the first coat to achieve a uniform membrane. Ensure final DFT between 1.2 - 1.5 mm. Provide additional coating at corners, bends & pipe intersections. 4. Fibre Reinforcement (Where Required): Reinforcement mesh to be embedded in first coat at - Gutter bends, Corners, Joint transitions and Weak zones & crack-prone areas. 5. Protective Measures: Light sand broadcasting (optional) for UV stability enhancement. Ensure no foot traffic until fully cured."
"Drilling holes in size 10mm dia and depth Numbers 300 mm and distance of the fixing nozzles as per the site condition (max 500m c/c). Placing and fixing 10 mm dia threaded nozzles into the holes along the joints." PIU-KOLKATA-2-CIVIL/RVNL
Supply & inserting INJECTION 201 which is a Kg two component elastic polyurethane injection resin for permanent water tight sealing as per the manufacturers specification, Grouting shall be carried out by using positive displacement grouting pump and maximum pressure 2-3 kg/Sq.cm. Total 9158716.80
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