Tender For Civil, Structural And Building Construction Works For The Proposed Rail-Fed Road Tanker Loading Pol Terminal At Panchgram (Near Silchar), Cachar(Assam)
Tender Value
Ref. Documents
Estimated cost
Bid Submission
28 Aug 2026
28 days left
EMD
21.39 Lakhs
Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Cachar → Assam
EMD Exemption
Available
Quantity
Not Available
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Project Description
Tender for Civil, Structural And Building Construction Works For The Proposed Rail-Fed Road Tanker Loading Pol Terminal At Panchgram (Near Silchar), Cachar(Assam)
BOQ
| Sl. No. | Item Description |
| 1 | Part A- CIVIL & STRUCTURAL ITEMS |
| 2 | EARTH WORKS |
| 3 | Excavation work by mechanical means (Hydraulic excavator)/ manualmeans in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. |
| 4 | Hard rock (blasting prohibited) |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 6 | All kinds of soil |
| 7 | BACKFILLING WITH SELECTED EXCAVATED EARTH |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 9 | DRY LEAN CONCRETE M15 |
| 10 | Construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 11 | PLAIN CEMENT CONCRETE |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 13 | 1:5:10 (1 Cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 14 | Making plinth protection 100mm thick of cement concrete 1:3:6 |
| 15 | SAND/FINE AGGREGATES FILL (Zone III) |
| 16 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 17 | REINFORCED CEMENT CONCRETE |
| 18 | Supplying and laying in position ready mixed 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-charge; for the following grades of concrete. |
| 19 | 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. |
| 20 | All works upto plinth level |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 22 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 23 | All works above plinth level upto floor V level |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 25 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 26 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 27 | Concrete of M20 grade (1:1.5:3) (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 28 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 29 | Concrete of M20 grade (1:1.5:3) (1 cement : 1.5 coarse sand(zone-III) derived from natu-ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 30 | SHUTTERING |
| 31 | All specifications, materials of construction (MOC), workmanship, and execution requirements for shuttering/formwork shall be as per the Technical Specifications attached with the Tender Document |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 33 | Foundations,footings,bases of columns, etc. for mass concrete |
| 34 | Suspended floors, roofs, landings, balconies and access platform |
| 35 | Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 36 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 37 | REINFORCMENT |
| 38 | Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels. |
| 39 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 40 | BRICK WORKS |
| 41 | a. Rate is inclusive of curing of masonry including supplying & providing water, scaffolding as required & associated labour.b. Rate is including providing all openings and projections as per the drawing, raking the joints to 1 cm deep, soaking of bricks prior to use etc., complete as per specifications.c. Measurement of masonry will be complete in all respect as per Tender Specification/Scope of Work etc, as directed by EPCM/NRL Engineer -in-charge based on actual thickness of wall constructed. Rate quoted by the contractor will include carrying out all the field and lab tests for bricks as per attached specifications at any govt approved laboratory complete as directed by EPCM/NRL and test reports are to be submitted before commencement of work and shall meet the strength requirements as per attached specifications. |
| 42 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in |
| 43 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 44 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. |
| 45 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 46 | PLASTERING & FINISHING |
| 47 | Note: a. Rate is inclusive of curing of plaster including supplying & providing water, scaffolding as required & associated labour.b. No additional payment will be made for extra thickness of plaster to achieve perfect line and level. |
| 48 | 12 mm cement plaster of mix : |
| 49 | 1:4 (1 cement: 4 fine sand) |
| 50 | PAINTING & FINISHING (INCLUDING SCAFFOLDING & CURING) |
| 51 | Note: a. All rates are inclusive of executing in a required pattern to be approved by EPCM/NRL & all colour shades to be used as part of the pattern.b. Including supplying necessary scaffolding, surface preparation etc. |
| 52 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. |
| 53 | Two coats |
| 54 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade |
| 55 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 56 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete |
| 57 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade |
| 58 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 59 | Providing and applying painting system to old structural steel and wood work including scraping, sanding, wire brushing, removal of rust and loose paint, surface preparation, one coat suitable primer and two coats synthetic enamel paint of approved shade and make, complete in all respects. |
| 60 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 61 | One or more coats on old works |
| 62 | STRUCTURAL STEEL WORKS |
| 63 | Note: Supply, fabrication, welding, and erection of structural steel work in single sections, fixed with or without connecting plates, including cutting, hoisting, fixing in position, and all necessary operations complete. The item includes supply and installation of connection bolts and all required accessories. Structural steel shall conform to Grade E250 (Quality A/BR/BO) as per IS 2062. Anchor bolts shall also conform to Grade E250 (Quality A/BR/BO) as per IS 2062. Surface preparation shall be carried out by shot blasting conforming to SA 2.5. The painting system shall consist of:a) One coat of Inorganic Zinc Ethyl Silicate Primer with 75–80 microns DFTb) One coat of Two Pack Epoxy-Polyamide MIO Undercoat with 120–125 microns DFTc) Two coats of Two Pack Aliphatic Polyurethane Finish with 25 microns DFT each The total dry film thickness (DFT) shall be 230 microns. Primer and paint shall be of approved make as specified by NRL Painting Specification. Shop primer shall be applied at the fabrication yard. Any damages during transportation and erection shall be rectified by touch-up painting at site. The intermediate and final coats shall be applied after erection at site. Measurement shall be based on the weight of structural steel fabricated, erected, and painted, all complete as directed by the Engineer-in-Charge. |
| 64 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 65 | STAIRS |
| 66 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 67 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 68 | GRATINGS |
| 69 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 70 | In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works |
| 71 | HANDRAILS |
| 72 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 73 | M.S. tube |
| 74 | ROOFING SHEET |
| 75 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 76 | FLASHING SHEET |
| 77 | Supplying and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete |
| 78 | Ridges plain (500 - 600mm) |
| 79 | Flashings/ Aprons.( Upto 600 mm) |
| 80 | North light curves |
| 81 | Barge board (Upto 300 mm) |
| 82 | Gutter (600 mm over all girth) |
| 83 | RAIN WATER PIPE |
| 84 | Providing and fixing on wall face 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 socketed pipes.Note:- Fixing clamp for rainwater pipe will not paid separately |
| 85 | 110 mm diameter |
| 86 | 150 mm diameter |
| 87 | ANCHOR BOLTS |
| 88 | Supply & fixing of anchor bolts at all levels and positions, shall be hot dip galvanised as per IS 2629(1985). Foundation bolt shall conforms to IS 5624-1993. Includes supply of nuts (single nut or double nut as per drawings), washers, anchor plate, bolt caps and all required acsessories. Shall be threaded upto required length as per drawings and specifications. |
| 89 | MECHANICAL ANCHORS |
| 90 | Supply and fixing of mechanical anchor fasteners at all locations, complete as per manufacturer specifications and relevant standards. Includes drilling, hole cleaning, installation and torque tightening of anchors (wedge/sleeve/through type), along with nuts, washers and all accessories, fixed to required embedment depth as per drawings, complete in all respects. |
| 91 | DOORS |
| 92 | Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both aces of shutters: |
| 93 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 94 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture.M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. |
| 95 | 30 mm thick plain PVC door shutters |
| 96 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. |
| 97 | Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete : |
| 98 | 300x20x6 mm |
| 99 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete |
| 100 | 125 mm |
| 101 | 100 mm |
| 102 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). |
| 103 | Second class teak wood |
| 104 | Providing and fixing bright finished brass double acting spring hinges with necessary brass screws etc. complete. |
| 105 | 125 mm |
| 106 | 100 mm |
| 107 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish,(Barrel type) with necessary screws etc. complete : |
| 108 | 200x10 mm |
| 109 | 150x10 mm |
| 110 | 100x10 mm |
| 111 | WINDOWS & VENTILATION |
| 112 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . |
| 113 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 114 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) |
| 115 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 116 | Fixed to openings /wooden frames with rawl plugs screws etc. |
| 117 | Providing and fixing factory made uPVC glazed/wire mesh windows comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and lnline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with/ without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately by the contractor including the scope of work. |
| 118 | Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. |
| 119 | Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. |
| 120 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) |
| 121 | Providing & fixing fly proof wire gauze to windows, clerestory windows &doors with M.S. Flat 15x3 mm and nuts & bolts complete. |
| 122 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides |
| 123 | ROLLING SHUTTER |
| 124 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 125 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 126 | TILES |
| 127 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 128 | Size of Tile 600x600 mm |
| 129 | Glazed vitrified tiles Matt/Antiskid finish of size 600x600 mm |
| 130 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. |
| 131 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proofcement : 4 coarse sand) |
| 132 | Acid and alkali resistant tile |
| 133 | Tile work in skirting, risers of steps and dado up to 2 m height over 12mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 134 | Marble tiles (polished) Raj Nagar |
| 135 | 8 mm thick |
| 136 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 137 | DAMP PROOF COURSE |
| 138 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 139 | WEATHERING COURSE |
| 140 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: |
| 141 | (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 142 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 143 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. |
| 144 | d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm |
| 145 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 146 | PAVER BLOCK WITH SAND FILLING |
| 147 | Supplying and laying 60 mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 148 | KERB STONE |
| 149 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 150 | GROUTING |
| 151 | Providing and laying Non Shrink cement sand grout (Premix type) of compressive strength 40 N/mm2 poured mainly below base plates of structural steel works. |
| 152 | FALL ARRESTOR: |
| 153 | Note:-(1) The MS structural members required for installation of fall arrestor system shall be paid under respective item of the price schedule.(2) 8 mm dia (minimum) stranded core SS Wire Rope(3) Intermediate brackets/supports made of SS304 or higher grade(4) Shock absorber made of SS304 or higher grade(5) Carriage body made of SS316(6) Retractable block with body made of reinforced plastic with hanging rope made of SS304 or higher grade(7) Anti-static full body adjustable harness(8) Static load testing and training at site is included along with submission of site test certificate |
| 154 | Installation of Fall Arrestorsystem consisting of Shock absorber with tensioner, Wire rope 8 mm dia SS 316 (21 Nos), Cable Extremity 8 mm dia SS 316 with extremity plates 2 nos per Bay, 2 nos Carriage Body or Traveller SS 316, 2 nos Anti-static Full harness, 2 nos Retractable block SS 316 for Loading/Unloading sheds/ gantries as per enclosed specification & drawings. (For TLF Gantry, TLD Shed & TT Checking Platform). |
| 155 | TYRE KILLER |
| 156 | Supplying, installation, testing and commissioning of tyre killer system with MS body and spikes, including all components, fittings, control mechanism, fixing arrangements, and finishing, complete in all respects as per specifications and Engineer-in-Charge instructions. |
| 157 | RETRACTABLE PLATFORM |
| 158 | Providing/supply and installation of Aluminum (T 6063 alloy) Hydraulic Retractable Platform of approximate size 800mm in width & 3000 mm length with handrail arrangement including spring box on either sides, adjustable chain stops including locking arrangement, automatic foot lock, and rubber bumper with approved specifications & provision for safety cage with swing gate. Painting & finishing should be as per specification. QAP, Inspection & testing to be included. Warranty should be minimum of 18 months. |
| 159 | SKY ROOF VENTILATOR |
| 160 | Providing and fixing wind driven turbo type sky roof ventilator of approved make, manufactured from SS-304 grade stainless steel with stainless steel base plate, double sealed heavy duty ball bearing arrangement, bird mesh, flashing, stainless steel fasteners and weather proof sealing complete, suitable for metal sheet / PEB roofing, including cutting and fixing complete as directed by Engineer-in-Charge |
| 161 | SANITARY WORKS |
| 162 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:Note: Tools and tackles required for execution of works shall be arranged by the contractor at their own cost, and no separate payment shall be made for the same. |
| 163 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 164 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 165 | W.C. pan with ISI marked white solid plastic seat and lid |
| 166 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : |
| 167 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern |
| 168 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 169 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15 mm C.P. brass pillar tap |
| 170 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. |
| 171 | Upto 450 mm sweep |
| 172 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes |
| 173 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 174 | 450 mm long towel rail with total length of 495 mm, 78 mmwide and effective height of 88 mm, weighing not less than 170 gms |
| 175 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodiccoating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 176 | 100x10 mm |
| 177 | WATER SUPPLY SYSTEM |
| 178 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Note: Tools and tackles required for execution of works shall be arranged by the contractor at their own cost, and no separate payment shall be made for the same |
| 179 | 15 mm nominal dia Pipes |
| 180 | 20 mm nominal dia Pipes |
| 181 | 25 mm nominal dia Pipes |
| 182 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 183 | 15 mm nominal bore |
| 184 | 20 mm nominal bore |
| 185 | 25 mm nominal bore |
| 186 | Providing and fixing C.P. brass angle valve for basin mixer and geyserpoints of approved quality conforming to IS:8931 |
| 187 | 15 mm nominal bore |
| 188 | Providing and fixing PTMT pillar cock of approved quality and colour |
| 189 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms |
| 190 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms |
| 191 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : |
| 192 | 100 mm diameter |
| 193 | 150 mm diameter |
| 194 | Note: Provide 2 Nos. of 2000 L water tanks, one for TT crew rest room and one for common washroom |
| 195 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 196 | DRAINAGE SYSTEM |
| 197 | Supplying, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :Note: Tools and tackles required for execution of works shall be arranged by the contractor at their own cost, and no separate payment shall be made for the same. |
| 198 | 150 mm diameter |
| 199 | 200 mm diameter |
| 200 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : |
| 201 | 150 mm diameter S.W. pipe |
| 202 | 200 mm diameter S.W. pipe |
| 203 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I.cover with frame of 300 x300 mm size(inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : |
| 204 | 180x150 mm size P type with common burnt clay bricks of class Designation 75 |
| 205 | Providing and laying non-pressure NP2 class (Light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 206 | 150 mm dia. R.C.C. pipe |
| 207 | 250 mm dia. R.C.C. pipe |
| 208 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 209 | Inside size 120x90 cm and 90 cm deep including C.I. Cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5Note:- For Excavation and mentioned material will not paid separately |
| 210 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 211 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: |
| 212 | Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 213 | DISMANTLING |
| 214 | Demolishing reinforced cement concrete (R.C.C.) work manually or by mechanical means, including careful dismantling, stacking and salvaging of reinforcement steel bars, and disposal of unserviceable materials outside the site at an unobjectionable location, with a lead distance of 5km, all complete as directed by the Engineer-in-Charge. |
| 215 | Demolishing brick work manually or by mechanical means, including stacking of serviceable materials and disposal of unserviceable materials outside the site at an unobjectionable location, with a lead distance of 5km, all complete as directed by the Engineer-in-Charge. |
| 216 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 5 km lead. |
| 217 | Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks includingstacking of pipes & lead at site within 5 km lead as per direction of Engineer-in-charge: |
| 218 | Up to 150 mm diameter |
| 219 | Above 150 mm dia up to 300 mm dia |
| 220 | Above 300 mm diameter |
| 221 | Dismantling steel cylinder R.C. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 5 km lead as per direction of Engineer-in-charge : |
| 222 | Up to 600 mm diameter |
| 223 | Above 600 mm diameter |
| 224 | Dismantling GI./MS pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 5 km lead as per direction of Engineer-in-charge : |
| 225 | 15 mm to 40 mm nominal bore |
| 226 | Above 40 mm nominal bore |
| 227 | Removing all types of Hume pipes and stacking within a lead of 5 km including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.all complete as directed by the Engineer-in-Charge. |
| 228 | Upto 600 mm dia Hume pipe |
| 229 | Above 600 mm to 900 mm dia Hume pipe |
| 230 | Above 900 mm dia Hume pipe |
| 231 | Removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per Technical Specification Clause 202.all complete as directed by the Engineer-in-Charge. |
| 232 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. |
| 233 | Lead upto 1000 m |
| 234 | Girth above 300 mm to 600 mm |
| 235 | Girth above 600 mm to 900 mm |
| 236 | Part B- ELECTRICAL ITEMS FOR BUILDING WORKS |
| 237 | Supply, transportation to site,handling, storage, Installation, Glanding of Lighting and Small power panel of Flameproof type which shall be suitable for Hazardous Area with degree of protection as IP 42. Distribution board Incomer breaker rating and No. Of outgoing feeders & Current rating shall be referred as below. Distribution Board shall be made of CRCA, 2 mm (14 Gauge) thick sheet steel complete with rail mounted terminals of sizes suitable for 2.5 sq.mm to 10 sq.mm cable. The cable entry shall be from bottom. Distribution Board shall be provided with required number of incoming & outgoing cable entries having Brass Nickel Plated cable gland, IP 42 rated, Double Compression type having metric threads of 1.5mm pitch provided with Earth Tag and accessories. DB shall be suitable for flush mounting |
| 238 | NLDB for Sample Retention RoomVoltage: 415V, 3Ph 4 Wire, 50Hz, Short circuit rating of 10kAIncomer rating:63AOutgoing rating: 10A (18 Nos) |
| 239 | ELDB for Sample Retention RoomVoltage: 415V, 3Ph 4 Wire, 50Hz, Short circuit rating of 10kAIncomer rating:63AOutgoing rating: 10A (18 Nos) |
| 240 | Power Panel for Sample Retention RoomVoltage: 415V, 3Ph 4 Wire, 50Hz, Short circuit rating of 16kAIncomer rating:63AOutgoing rating: 10A (18 Nos) |
| 241 | Supply, transportation to site,handling, storage, Installation, Glanding of Lighting and Small power panel of industrial type which shall be suitable for Indoor Safe Area with degree of protection as IP 42. Distribution board Incomer breaker rating and No. Of outgoing feeders & Current rating shall be referred as below. Distribution Board shall be made of CRCA, 2 mm (14 Gauge) thick sheet steel complete with rail mounted terminals of sizes suitable for 2.5 sq.mm to 10 sq.mm cable. The cable entry shall be from bottom. Distribution Board shall be provided with required number of incoming & outgoing cable entries having Brass Nickel Plated cable gland, IP 42 rated, Double Compression type having metric threads of 1.5mm pitch provided with Earth Tag and accessories. DB shall be suitable for flush mounting |
| 242 | NLDB for Gate and Security RoomVoltage: 415V, 3Ph 4 Wire, 50Hz, Short circuit rating of 10kAIncomer rating:63AOutgoing rating: 10A (18 Nos) |
| 243 | ELDB for Gate and Security RoomVoltage: 415V, 3Ph 4 Wire, 50Hz, Short circuit rating of 10kAIncomer rating:63AOutgoing rating: 10A (18 Nos) |
| 244 | Power Panel for Gate and Security RoomVoltage: 415V, 3Ph 4 Wire, 50Hz, Short circuit rating of 16kAIncomer rating:63AOutgoing rating: 10A (18 Nos) |
| 245 | NLDB for Guard RoomVoltage: 415V, 3Ph 4 Wire, 50Hz, Short circuit rating of 10kAIncomer rating:63AOutgoing rating: 10A (18 Nos) |
| 246 | ELDB for Guard RoomVoltage: 415V, 3Ph 4 Wire, 50Hz, Short circuit rating of 10kAIncomer rating:63AOutgoing rating: 10A (18 Nos) |
| 247 | Power Panel for Guard RoomVoltage: 415V, 3Ph 4 Wire, 50Hz, Short circuit rating of 16kAIncomer rating:63AOutgoing rating: 10A (18 Nos) |
| 248 | NLDB for TT Crew Resting RoomVoltage: 415V, 3Ph 4 Wire, 50Hz, Short circuit rating of 10kAIncomer rating:63AOutgoing rating: 10A (18 Nos) |
| 249 | ELDB for TT Crew Resting RoomVoltage: 415V, 3Ph 4 Wire, 50Hz, Short circuit rating of 10kAIncomer rating:63AOutgoing rating: 10A (18 Nos) |
| 250 | Power Panel for TT Crew Resting RoomVoltage: 415V, 3Ph 4 Wire, 50Hz, Short circuit rating of 16kAIncomer rating:63AOutgoing rating: 10A (18 Nos) |
| 251 | NLDB for Common WashroomVoltage: 415V, 3Ph 4 Wire, 50Hz, Short circuit rating of 10kAIncomer rating:63AOutgoing rating: 10A (18 Nos) |
| 252 | ELDB for Common WashroomVoltage: 415V, 3Ph 4 Wire, 50Hz, Short circuit rating of 10kAIncomer rating:63AOutgoing rating: 10A (18 Nos) |
| 253 | Power Panel for Common WashroomVoltage: 415V, 3Ph 4 Wire, 50Hz, Short circuit rating of 16kAIncomer rating:63AOutgoing rating: 10A (18 Nos) |
| 254 | LIGHTING FIXTURES & ACCESSORIES : Supply ,Transportation to site, handling, storage, Receiving from store, transporting to erection site including handling, unpacking, inspection, checking of internal wiring, fixing copper conductor, cabling between LTG sub DB to (JB/control gear box/sun mica type switch socket wherever applied) to fixtures, painting of circuits wherever required, supply & fixing pipes/GI chains, supply & fixing neoprene/rubber/PVC bushes at fixtures and JBs, erection in position on brick/RCC walls or on RCC/steel columns/roofs/structures/cable trays or on poles, cable glanding & termination, crimping of lugs & connections at fixtures/control gears, supply of all erection materials including supply of necessary GI hardware, GI clamps, GI brackets, civil masonry materials, testing of following types of LIGHTING FIXTURES with their parts & accessories like chokes, starters, condensers, internal & external reflectors, ignitor, canopy etc., with or without control gear boxes including fixing of lamps, all work, labour and materials complete as per drawings and documents, specifications, codes & standards and instructions/directions of ENGINEER IN CHARGE.Scope of body earthing of lighting fixtures (as per IS/OISD standard) shall be under this scope.Installation of weatherproof lighting fixtures & accessories as per attached specification. |
| 255 | 2 x 18W LED, suspended/wall mounting lighting fixtures with required all other accessories for indoor installation. |
| 256 | 20W LED,suspended / wall mounting lighting fixture with required all other accessories for indoor installation |
| 257 | Supply, Transporatation, Handling, Storage, Receieving from storage, transfer to erection site, installation of SWITCH SOCKET / SWITCH (MODULER TYPE): Flush mounted lighting switch board having GI concealed sheet metal box Modular type, Tresa glossy white Inner & outer module plate with frame suitable for snap switches of suitable ratings for Lighting /fan / Switch socket / exhaust fan, fan step regulator & Blank Plate, etc. |
| 258 | Modular type switchboard having 1-no. two way switch & 2 no. blank plate for switch with required all other accessories for indoor installation (all switch shall be of 10 A rating) |
| 259 | Modular type switchboard having 10A, 3-nos. on-off switch & 2 no. blank plate for switch with required all other accessories for indoor installation |
| 260 | Modular type switchboard having 1 no. 5-pin socket with 1 switch ( 20 Amps) & 10 A, 5-nos. on-off switch & 2 no. blank plate for switch with required all other accessories for indoor installation. |
| 261 | Modular type switchboard having 4 no. Fan regulator with 4 switch required all other accessories for indoor installation |
| 262 | Modular type switchboard having 1 no. 5-pin socket with 1 switch (20A) & 10A, 1-nos, two way switch, 1-nos, on-off switch with 230v fan regulator & 2 no. blank plate for switch with required all other accessories for indoor installation |
| 263 | Supply, Transporatation, Handling, Storage, Receieving from storage, transfer to erection site, installation of Exhaust & Ceiling Fan |
| 264 | 300 mm dia, Light duty exhaust fan complete with motor, cable gland, shutter, louver, bird catcher, mounting bracket,hardware etc. and conforming to IS suitable for 240V, single phase AC supply. |
| 265 | 48\\" sweep ceiling fan with Electronic Regulator, GI hardware, materials & all accessories |
| 266 | Description of flameproof Exhaust Fan:300 mm dia, heavy duty, flame proof, exhaust fan, complete with motor, cable gland, shutter, louver, bird catcher, mountingbracket, hardware etc. and conforming to IS suitable for 240V, single phase AC supply |
| 267 | CABLE |
| 268 | Supply & laying of 1.1 KV PVC, FRLS Lighting Cable / Flexible cable/ Wires (Unarmoured) 3R x 1C x 1.5 (CU) PVC Wire for submain wiring |
| 269 | Supply & laying of 1.1 KV PVC, FRLS Lighting Cable / Flexible cable/ Wires (Unarmoured) 3R x 1C x 4 (CU) PVC Wire for submain wiring |
| 270 | Supply and fixing of Rigid/Flexible Conduit and Junction Box for Conduiting 25mm PVC CONDUIT PVC rigid conduit of min. 2mm thick wall, heavy duty type & as per IS (with bends, tees, cross connectors, couplers etc.) of following sizes:- |
| 271 | 25mm Dia PVC Rigid Conduit |
| 272 | 50mm Dia.PVC Rigid Conduit |
| 273 | Supply and fixing of following sizes of Medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required |
| 274 | 25mm Dia PVC Rigid Conduit |
| 275 | 50mm Dia.PVC Rigid Conduit Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 31, 2026
11:30 IST
Tender Published
Tender notice published.
TodayAug 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 28 daysAug 29, 2026
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