Tender For Construction Of Truck Parking Terminal At Port Land Opposite To Sepc Power Pvt. Ltd
Tender Value
Ref. Documents
Estimated cost
Bid Submission
29 Jul 2026
2 days left
EMD
71.93 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tuticorin → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
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Address
Project Description
Tender for Construction Of Truck Parking Terminal At Port Land Opposite To Sepc Power Pvt. Ltd
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Jul-2026 | Corrigendum - I | Date | 29-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | SCHEDULE A - Development of yard and Construction of Security wall |
| 2 | Earthwork excavation in trenches for foundation in sand and other loose soils not exceeding 1.50m in width and including dressing of sides and ramming of bottom liftupto 1.50m including getting out of the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m and lift of 1.50m, cost including shuttering, strutting, bailing out seepage ofwater wherever necessary etc., complete complying with AISS and as directed by the departmental officers. |
| 3 | Providing and laying Plain Cement Concrete 1:4:8 (One part of cement, 4 parts of M. Sand (Crushed Stone Sand) & 8 Parts of 40 mm nominal size metal ) for foundation using 40 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., complete complying with AISS and as directed by the departmental officers. |
| 4 | Fabricating and placing in position of M.S / Tor steel grills for R.C.C works in all floors including cost of Steel, cutting, bending, binding with 16 Gauge GI Binding wire and placing in position etc., complete complying with AISS and as directed by the departmental officers. |
| 5 | Providing Form work including centring, shuttering for wall concrete so as to give a rough finish shuttering and propping etc., complete complying with AISS and as directed by the departmental officers. |
| 6 | Providing and laying Reinforced Cement Concrete 1:1.5:3 (One part of cement, One and a half parts of M. Sand (Crushed Stone Sand) & Three Parts of graded stone aggregate (i.e.) 2 parts of 20mm nominal size graded metal & 1 part of 10mm nominal size graded metal) using 20 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., and excluding the cost of form work and reinforcement grills for all RCC works in all floors upto full height of the building etc., complete complying with AISS and as directed by the departmental officers. |
| 7 | Solid block Cement Mortar 1:3 (One Cement, three sand) using M7.5 grade for walls in all floors up to full height of the building including cost of all materials, labour, curing etc., complete and as directed by the departmental officers. |
| 8 | Plastering the Brick work 15 mm thick in Cement Mortar 1:3 (One cement, three sand) for all faces of walls (even and uneven) in all floors upto full height of the building including necessary scaffolding, racking of masonry joints, cleaning, curing etc., complete complying with AISS and as directed by the departmental officers. |
| 9 | Supplying the structural steel, MS Flats, Square Rods, Angles, Channels etc., for vertical members / bracing /stiffeners / Base plates or for any other usage as a structural member, fabricating, welding and erecting the frame work in position at the locations shown in the drawing including all labour, materials, conveyance, tools & plants, etc., complete and as directed by the departmental officers (Note : 1. While fabricating, necessary holes and bolt & nut shall be provided at no extra cost in the structural members. 2. In case, the specified MS section is not available in the market, the nearest alternative section may be used after approval of the Engineer). |
| 10 | Providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron U shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T reinforced barbed wire, stud tied with G.I. staples and G.I clibs to retain horizontal, including necessary bolts or G.I barbed wire tied to angle iron, all complete as per direction of Engineer-in- charge, with reinforced barbed tape (R.B.T) / Spring core (2.5mm thick) wire of high tensile strength of 165 Kg / Sq.mm with tape (0.52 mm thick) and weight 43.478 gm / metre (cost of M.S angle, C.C blocks shall be paid separately etc.,) complete and asdirected by the departmental |
| 11 | Applying One coat of Red oxide primer over new steel and other metal surfaces including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and scoured with wire brushes, fine steel wool, scrapers and sand paper etc.,complete complying with AISS and as directed by the departmental officers. |
| 12 | Painting the steel surfaces with Two coats of Synthetic enamal paint of approved quality (excluding priming coat) on new steel and other metal surfaces with enamel paint, brushing, interior to give an even shade including cleaning the surface of all dirt, dust and other foreign matter including all materials, labour, brushes, etc., complete complying with AISS and as directed by the departmental officers. |
| 13 | Applying One coat of Alkali Resistant Primer and Two coats of ACE - Exterior Emulsion Paint of approved colour and quality over the New wall surface in all floors to give an even shade after thoroughly brushing the surface free from mortar droppings andother foreign matter and also including preparing the surface even and sand paperes smooth including all materials, labour, brushes, scaffolding, etc., complete complying with AISS and as directed by the departmental |
| 14 | Deploying earth moving machinery (JCB) wherever required for the following works viz., Earthwork excavation, filling, levelling the undulated area, cleaning the vegetation along with roots, removal of unwanted debris / juliflora trees, the rate and for any other works required etc., including cost of diesel, oil, operator charges etc., complete and as directed by the departmental officers. |
| 15 | Engaging of Tipper/Taurus lorry for conveyance of excavated material / approved material and disposal with in all lifts and lead upto 1000 metres to meet the requirements to the nearby area, etc., the rate inclusive of all tools & plants, machinery hirecharges, labour, fuel charges etc., complete and as directed by the departmental officers. (Payment will be made based on the operating Hours). |
| 16 | Cleaning the Juliflora jungle, debris and bushes including up rooting juliflora trees, rank vegetation, grass, wood saplings ans trees not exceeding 30m girth etc., and removing not exceeding 50m outside the periphery of the area cleared and filling andlevelling the pits formed where the trees are up rooted etc., including all labour, tools, etc., complete and as directed by the departmental officers. |
| 17 | Loading, conveying and unloading the Fly ash from Primary bund (TTPS) by engaging Loading equipments, lorries / tippers within a lead of 12 Km by road and dumping in low lying area shown by the departmental officers. The cost including loading, conveying, unloading, dumping, levelling, sectioning the low lying area and cleaning the area etc., complete and as directed by the departmental officers. Note: Payment will be made on volumetric basis. |
| 18 | Preparation of sub grade by excavating earth work to 15 cm average depth, dressing to camber and consolidating with power road roller including making the undulation area levelling etc., and disposal of surplus earth to the low lying area to a lead of 1km. etc., complete complying with AISS and as directed by departmental officers. |
| 19 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 etc., complete as per clause 305 of MORT&H Specification (Fifth Revision) and as directed by the departmental officers. |
| 20 | Providing and laying of Granular Sub-base (GSB) - [Plant Mix Method] by mechanically and compacting in layers in each layer 125mm using stone aggregate by providing close Grading - I materials 53 mm to 26.5 mm @ 27.5%, 26.5 mm to 9.5 mm @ 22.5%, 9.50 mmto 4.75 mm @ 10%, 4.75 mm below @ 40% mixing in a mechanical mix plant at OMC and loading tippers conveying of mixed material to work site dumping and spreading in uniform layers with motor grader on prepared surface and compacting with vibrator roller to achieve the desired density complete as per clause 401 of MORT&H Specification (Fifth Revision) and as directed by the departmental officers. |
| 21 | Providing, laying, spreading Wet Mix Macadam (WMM) by mechanically and compacting to compacted thickness 250mm using stone aggregates as per Table400-11 including spreading in uniform thickness of two layers of each 125mm tk., hand packing, rolling with vibrator power roller 8-10 tonne in stage to proper gradeand camber including spreading in uniform thickness, watering and compacting to the required density as per MORT&H Specification (Fifth Revision) Clause 406 and as directed by the departmental officers. |
| 22 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg. / Sqm. using mechanical means as per Clause 502 of MORT&H Specification (Fifth Revision) including cost of bitumen emulsion, labour, T&P etc., complete and as directed by the departmental officers. |
| 23 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg. per Sqm. on the prepared bituminous / granular surface cleaned with mechanical brooms including cost of bitumen emulsion, labour, T&P etc., complete as per clause 503 of MORT&H Specification (Fifth Revision) and as directed by the departmental officers. |
| 24 | Providing and laying Dense bituminous macadam to the required thickness with 100-120 TPH Hot Mix Plant producing an average output of 75 TPH using crushed aggregates of specified grading, premixed with Bituminous binder @4.0 to 4.5 Percent by weight oftotal mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specification (Fifth Revision) Clause No.505 complete in all respects including cost of bitumen, labour, materials, T&P etc., complete and as directed by the departmental officers. |
| 25 | Providing and laying Bituminous Concrete (BC) to the required thickness with 100-120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with Bituminous binder @ 5.4 to 5.6 Percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specification (Fifth Revision) clause No. 507 complete in all respects including cost of bitumen, labour, materials, T&P etc., complete and as directed by the departmental officers. |
| 26 | 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 table 600- 1, 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 tosite, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing etc,.complete and as directed by the departmental officers. |
| 27 | Providing and Laying of Debonding Layer of 125 micron PVC sheet for road construction including overlaps over the upper sub-base including cost of materials & laying charges etc,.complete and as directed by the departmental officers. |
| 28 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in abatching and mixing plant as per approved mix design (M40), transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of admixtures as approved, finishing to lines and grades etc., complete as per clause 602 of MoRT&H specification and as directed by the departmental officers. |
| 29 | Providing Form work including centring, shuttering for foundation footings of columns, mass concrete so as to give a rough finish shuttering and propping etc., complete complying with AISS and as directed by the departmental officers. |
| 30 | Providing and fabricating 32mm dia MS bars and placing in position as dowel bars for expansion joints as per details shown in the drawing and as directed including all handling, cutting, bending, all labour, materials, equipment, tools etc., complete. Dowel bar of length 500mm for expansion joints (one half of the rod painted with bitumen and greased to avoid bonding with concrete) including providing necessary PVC sleeve & cap, cotton waste @ 300mm c/c etc., complete and as directed by the departmental officers. |
| 31 | Supplying and laying bitumen sealing compound of grade 'A' conforming to IS 1834 - 1984 (or its latest edition) for Longitudinal joints and Contraction joints to a width of 10mm and 65mm deep for filling and including painting the edges of the joint with an approved primer all as specified and as directed at site of work including all materials, labour, tools, equipment, fuel, etc., complete and as directed by the departmental officers. |
| 32 | Supplying and laying bitumen sealing compound of grade 'A' conforming to IS 1834 - 1984 (or its latest edition) for Expansion joints to a width of 20mm and 25mm deep for filling and including painting the edges of the joint with an approved primer all as specified and as directed at site of work including all materials, labour, tools, equipment, fuel, etc., complete and as directed by the departmental officers. |
| 33 | Providing and laying of Hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms. per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 for centre line and edge line. The finished surface to be level, uniform and free from streaks and holes etc., The rate including cost and conveyance of all materials, labour, incidental charges, marking for applying paint, brushes, equipments etc., complete as per MORT&H Specification (Fifth Revision) Clause No.803 and as directed by the departmental officers. |
| 34 | Providing and fixing Reflective Road Studs of 'Category - A' Raised pavement markers made out of poly carbonate / methyl methecrylate/ABS mouled body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D 4280. The reflective raised pavement markers shall also confirm to the MORT&H circular No RW / NH 33023 / 10 / 97 - DO.III, dt 11.06.97. Theheight, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 Sq.cm. on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of dia not less than 19 +/- 2 mm and height not less 30 +/- 2mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacture's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg. tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORT&H specification (Fifth Revision) Clause 804 etc., complete. The cost inclusive of studs and other tools and plants fixing materials drilling holes etc., complete as per MORT&H Specification (Fifth Revision) and as directed by the departmental officers. |
| 35 | Providing and Erecting of Retro - Reflectorised Hazard Marker traffic signs - 30 cm x 90 cm Rectangular made out of High Intensity Prismatic Grade Sheeting conforming to 'Type - IV' standards of IRC 67 : 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm and 0.60m below ground level. The sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum co-efficient of Retro-reflection as per Table 6.6 of IRC 67 : 2012. The Retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67 : 2012 (As per MoRT&H specification (Fifth Revision) Clause No.801). |
| 36 | Supplying and laying impregnated bitumen pad of 20 mm thickness and 350 mm depth (approximately) for expansion joints to the required length as specified in the drawing and as directed including making necessary holes in the pad and fixing the same in to the dowel bars all labour, materials, transportation, tools, equipment etc., complete and as directed by the departmental officers. Note: 1.The rate shall include making necessary holes in the pad for fixing the same in to the dowel bars. 2.The joint filler shall comply with IS 1838 - 1983 or its latest edition. |
| 37 | Supplying and laying in trenches 160 mm dia. PVC inflow pipe line 6 Kg./CM2 with necessary pipe specials such as elbow, tee, union joint etc., and the joints being tightened including threading cost of pipe, specials etc., complete complying with AISS and as directed by the departmental officers. |
| 38 | SCHEDULE B - Construction of RCC Drain & Culverts |
| 39 | Earthwork excavation in trenches for foundation in sand and other loose soils not exceeding 1.50m in width and including dressing of sides and ramming of bottom liftupto 1.50m including getting out of the excavated soil and disposal of surplus excavated soil as directedwithin a lead of 50m and lift of 1.50m, cost including shuttering, strutting, bailing out seepage of water wherever necessary etc., complete complying with AISS and as directed by the departmental officers. |
| 40 | Providing and laying Plain Cement Concrete 1:4:8 (One part of cement, 4 parts of M. Sand (Crushed StoneSand) & 8 Parts of 40 mm nominal size metal ) for foundation using 40 mm nominal size graded metalincluding mixing, laying, levelling, consolidation, finishing and curing etc., complete complying with AISS and as directed by the departmental officers. |
| 41 | Providing and laying Reinforced Cement Concrete 1:1.5:3 (One part of cement, One and a half parts ofM. Sand (Crushed Stone Sand) & Three Parts of graded stone aggregate (i.e.) 2 parts of 20mm nominal size graded metal & 1 part of 10mm nominal size graded metal) using 20 mm nominal size gradedmetal including mixing, laying, levelling, consolidation, finishing and curing etc., and excluding the cost of form work and reinforcement grills for all RCC works in all floors upto full height of the building etc., complete complying with AISS and as directed by the departmental officers. |
| 42 | Providing and laying in position of RCC Grade M30 using batching plant transit mixer & manual placingin accordance with IS:456-2000, using 20mm and down graded aggregates for all RCC items of works with minimum cement content and maximum water cementratio including admixture (plasticizer / super plasticizer) in recommended proportions to accelerate, retard setting of concrete, improve workability withoutimpairing strength and durability as per Mix Design, excluding cost of reinforcement grill, fabricatingcharges, centering and shuttering and including laying, vibrating with mechanical vibrators, finishing, curing, etc, complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 43 | Providing Form work including centring, shuttering for wall concrete so as to give a rough finish shuttering and propping etc., complete complying with AISS and as directed by the departmental officers. |
| 44 | Fabricating and placing in position of M.S / Tor steel grills for R.C.C works in all floors including cost of Steel, cutting, bending, binding with 16 Gauge GI Binding wire and placing in position etc., complete complying with AISS and as directed by the departmental officers. |
| 45 | Pumping the surface water from the earthwork portion / Rain water from the low lying area wherever requiredin the Port area with 5 HP Mud Pump. The cost including hire charges for 5 HP Mud pump, diesel,oil, manpower, etc., complete and as directed bythe departmental officers. |
| 46 | Supplying and Fitting MS Grating for drain (Size 200mmX250mm) including cost and conveyance of allmaterials to work site including all labours and other incidental charges including hire charges for tools andplants employed etc., as directed by the departmental officers. |
| 47 | SCHEDULE C - Construction of Dormitory, Workshop, Toilet Blocks, Security rooms |
| 48 | Earthwork excavation in trenches for foundation in sand and other loose soils not exceeding 1.50m in width and including dressing of sides and ramming of bottom lift upto 1.50m including getting out of the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m and lift of 1.50m, cost including shuttering, strutting, bailing out seepage of water wherever necessary etc., complete complying with AISS and as directed by the departmental officers. |
| 49 | Providing and laying Plain Cement Concrete 1:4:8 (One part of cement, 4 parts of M. Sand (Crushed Stone Sand) & 8 Parts of 40 mm nominal size metal ) for foundation using 40 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., complete complying with AISS and as directed by the departmental officers. |
| 50 | Providing and laying Reinforced Cement Concrete 1:1.5:3 (One part of cement, One and a half parts ofM. Sand (Crushed Stone Sand) & Three Parts of graded stone aggregate (i.e.) 2 parts of 20mm nominal size graded metal & 1 part of 10mm nominal size graded metal) using 20 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., and excluding the cost of form work and reinforcement grills for all RCC works in all floors upto full height of the building etc., complete complying with AISS and as directed by the departmental officers. |
| 51 | Fabricating and placing in position of M.S / Tor steel grills for R.C.C works in all floors including cost of Steel, cutting, bending, binding with 16 Gauge GI Binding wire and placing in position etc., complete complying with AISS and as directed by the departmental officers. |
| 52 | Providing Form work including centring, shuttering, (shuttering Planks shall not less than 38 mm thick) so as to give a rough finish shuttering and propping etc., in all floors upto full height of the building and removal of the same for in situ RCC work such as beam, slabs, lintels, sunshade etc., complete complying with AISS and as directed by the departmental officers. |
| 53 | Filling in basement with M. Sand (Crushed Stone Sand) to the required thickness in layers including watering, ramming, consolidating and dressing etc., complete complying with AISS and as directed by the departmental officers. |
| 54 | Filling basement with available excavated earth in trenches, plinth, sides of foundation etc., in layers not exceeding 20cm in depth, consolidating and watering etc., complete complying with AISS andas directed by the departmental officers. |
| 55 | Brick work in Cement Mortar 1:5 (M. Sand (Crushed Stone Sand)) (One cement, five M. Sand (Crushed Stone Sand)) using chamber burnt bricks for walls in all floors up to floor two level of the building including cost of all materials, labour, curing etc.,complete complying with AISS and as directed by the departmental officers. |
| 56 | Plastering the Brick work 15 mm thick in Cement Mortar 1:5 (Plastering Sand (P-Sand)) (One cement, five Plastering Sand (P-Sand)) for all faces of walls (even and uneven) in all floors upto full height of the building including necessary scaffolding, racking of masonry joints, cleaning, curing etc., complete complying with AISS and as directed by the departmental officers. |
| 57 | Providing and laying approved colour and quality of Stain Free Nano Polish Vitrified Tiles 600 x 600 x 8mm in Cement Mortar 1:4 (M. Sand (Crushed Stone Sand)), 20 mm thick. The rate inclusive of cost of tiles, all materials, labour, white cement, conveyance etc., complete complying with AISS and as directed by the departmental officers. |
| 58 | Providing and fixing granite slabs (jet black) of 20mm thick (super fine polished with nosing edges) on the steps area of building, in between urinals and wherever required in Cement Mortar 1:4 (M. Sand (Crushed Stone Sand)). The rate inclusive of costof granite slab, chemical component, white cement, labour charges & conveyance etc., complete and as directed by the departmental officers. |
| 59 | Supplying and fixing in position of Wooden panelled door single shutter including cost of hold fasts and applying one coat of wood primer of approved quality, fixing of first quality ISI standard furniture fittings with screws / bolt & nuts, the rate shall include cost of wood, labour for wrought and put up, etc., complete complying with AISS and as directed by the departmental officers. |
| 60 | Supplying and laying in trenches 110 mm dia. PVC inflow pipe line 6 Kg./CM2 with necessary pipe specials such as elbow, tee, union joint etc., and the joints being tightened including threading cost of pipe, specials etc., complete complying with AISS and as directed by the departmental officers. |
| 61 | Providing and laying terrace lime concrete weathering course with grade brick aggregate 25 mm nominal size and 50% mortar comprising of 1 lime putty and 2 surkhi and curing including all materials, labour, etc., complete complying with AISS and as directed by the departmental officers. |
| 62 | Finishing the top of weathering course with one course of machine pressed tiles of size 23 cm X 23 cm X 2cm in Cement Mortar 1:3 including all materials, labour, etc., complete complying with AISS and as directed by the departmental officers. |
| 63 | Painting TWO coats with Plastic emulsion paint of approved brand and colour over New Wall surfaces including one coat of alkalin resistance primer of approved brand so as to give an even shade. Prior to applying the primer, the wall surfaces shall be thoroughly cleaned of all grease, dirt, loose pieces, scales and make the surface even by applying wall putty and make good of the surface with sand paper etc., The cost including preparing the surface, all materials, labour, brushes, scaffolding, etc., complete complying with AISS and as directed by the departmental officers. |
| 64 | Applying One coat of Alkali Resistant Primer and Two coats of APEX - Exterior Emulsion Paint of approved colour and quality over the New wall surface in all floors to give an even shade after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand paperes smooth including all materials, labour, brushes, scaffolding, etc., complete complying with AISS and as directed by the departmental officers. |
| 65 | Applying Two coats of Synthetic Enamel paint (excluding priming coat) on New wood and wood based surfaces interior to give an even shade including cleaning of all dirt, dust and other foreign matter, sand papering and including cost of Synthetic EnamelPaint and labour charges etc., complete complying with AISS and as directed by the departmental officers. |
| 66 | Painting the steel surfaces with Two coats of Synthetic enamal paint of approved quality (excluding priming coat) on new steel and other metal surfaces with enamel paint, brushing, interior to give an even shade including cleaning the surface of all dirt, dust and other foreign matter including all materials, labour, brushes, etc., complete complying with AISS and as directed by the departmental officers. |
| 67 | Supplying and fixing UPVC WINDOWS( Un-Plasticized Polyvinyl Chloride) windows of casement type (open) from the profile the size of outer frame 60mm X 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles aremulti chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with overall the edges of frame and shutter. The shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. Thewindow should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work. The rate including cost of all materials, labour, tools & plants, conveyance, fixing in position etc., complete and as directed by the departmental officers. |
| 68 | Supplying and fixing Solid Panel PVC door with frame - Supplying and fixing Solid PVC Door Shutters using 19 Gauge 19mm MS square tubes for styles and outer frames. 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC Sheets. Shutter using 5mm thick solid PVC Sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The over all size of styles shall be 50mm x 30mm. The over all size of top rail, lock rail and bottom rail shall be 75mm x 30mm. The over all size of frames shall be 50mm x 45mm with suitable rabate for housing the shutter etc., complete and as directed by the departmental officers. |
| 69 | Supplying and fixing UPVC ( Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profile the size of outer frame 60mm X 58mm and shutter profile size of 60 X 78mm both profiles are reinforced with GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned.Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on work. The rate including cost of all materials, labour, tools & plants, conveyance, fixing in position etc., complete and as directed by the departmental officers. |
| 70 | Supplying and fixing of Stainless Steel sink using 304L Grade of size 600mm x 450mm x 200mm. with necessary fittings. The rate inclusive of Stainless Steel Sink, fabrication charges, conveyance charges, fixing charges, labour, necessary fittings Such as1 No. of 32mm dia. Waste Water pipe, 32mm dia. C.P. Waste Coupling etc., complete and as directed by the departmental officers. |
| 71 | Supplying and fixing in position 15mm dia. SS Long lever water tap of approved quality including all materials, labour, fixing charges, etc., complete and as directed by the departmental officers. |
| 72 | Supplying and fixing 25mm dia. PVC pipe 10 kg. per cm2 working pressure in wall, ceiling and floor with necessary clamps and screws, making holes in the wall wherever necessary by drilling holes in the roofs and walls, packed the holes with necessary brick works or concrete wherever necessary plastering the surface smooth with required scaffolding including cost of pipe and special such as elbows, tee, union joints, reducer etc., cutting threading etc., complete complying with AISS and as directed by the departmental officers. |
| 73 | Supplying and fixing of 1000 litres capacity Sintex double layer water tank with approved brand including cost of PVC water tank, making connection with input and output water pipe line and valves. Cost inclusive of all materials, labour charges, & conveyance etc., complete and as directed by the departmental officers. |
| 74 | Supplying and fixing 32mm dia. PVC pipe 10 kg. per cm2 working pressure in wall, ceiling and floor with necessary clamps and screws, making holes in the wall wherever necessary by drilling holes in the roofs and walls, packed the holes with necessary brick works or concrete wherever necessary plastering the surface smooth with required scaffolding including cost of pipe and special such as elbows, tee, union joints, reducer etc., cutting threading etc., complete complying with AISS and as directed by the departmental officers. |
| 75 | Supplying and fixing in position of best Indian make heavy duty Gun Metal Gate Valve at 32mm dia. of approved quality including all materials, labour etc., complete complying with AISS and as directed by the departmental officers. |
| 76 | Supplying and fixing in position of best Indian make heavy duty Gun Metal Gate Valve at 25mm dia. of approved quality including all materials, labour etc., complete complying with AISS and as directed by the departmental officers. |
| 77 | Supplying and laying in trenches 75 mm dia. PVC inflow pipe line 6 Kg./CM2 with necessary pipe specials such as elbow, tee, union joint etc., and the joints being tightened including threading cost of pipe, specials etc., complete complying with AISS and as directed by the departmental officers. |
| 78 | Supplying and fixing in position of 600 x 450 mm size Mirror of best make, first quality approved by the department including plywood back, plugs, screws etc., complete complying with AISS and as directed by the departmental officers. |
| 79 | Supplying and fixing in position Brass Chromium Plated Soap Tray of size 150mm x 100mm first quality approved by the department including plugs, screws, all materials, labour etc., complete complying with AISS and as directed by the departmental officers. |
| 80 | Supplying and fixing in position of Brass Chromium Plated Towel Rail 60cm long and 20mm dia. with Brackets first quality approved by the department including plugs, screws, all materials, labour etc., complete complying with AISS and as directed by the departmental officers. |
| 81 | Supplying and fixing in position of best Indian make chinnaware water closet of European type (White) of double trap syphonic with fibre cover including all fittings and necessary lead pipe jointing the trap with C.I. pipe, the pipe connection being embedded below floor level in brick jelly concrete in lime mortar 1:2 including cost of fittings of low level flushing cistern with syphonic fitting tank of 12.5 litre capacity with inlet and over flow at bottom and connecting it with water supply pipe line and painting the pipe line with two coats of paint approved quality including all materials, labour etc., complete complying with AISS and as directed by the departmental officers. |
| 82 | Supplying and fixing in position Stainless Steel Health Faucet first quality approved by the department including plugs, screws, all materials, labour etc., complete complying with AISS and as directed by the departmental officers. |
| 83 | Supplying and fixing in position of chinnaware Wash Basin (White color) 550 mm x 400mm size with pedestal of approved quality with necessary fittings such as cast iron bracket, 1 no 15mm C.P heavy duty piller tap with pentagonal head, 32mm dia PVC wastewater pipe and 15mm dia nylon connection, 1 No 15 mm dia G.M. wheel valve and fixing it with the wall with necessary plugs, clamps and screws, and giving water supply connection and painting the exposed pipe connection with two coats of paint of approved colour, including all labour, materials etc., complete complying with AISS and as directed by the departmental officers. |
| 84 | Supplying and fixing in position 15mm dia. Heavy type Brass Chromium Plated Pillar tap of approved quality including all materials, labour etc., complete complying with AISS and as directed by the departmental officers. |
| 85 | Supply of 15mm dia Angle Cock - Chromium plated at Maintenance subdivision office including conveyance charges complete and as directed by the departmental officers. |
| 86 | Supplying and fixing in position of 100mm inlet and 75mm OD outlet PVC floor Nahini Trap of self cleaning design including necessary cement mortar should be provided wherever if required with necessary cement concrete 1:2:4 for embedding, curing, finishing including all materials, labour charges, & conveyance etc., complete and as directed by the departmental officers. |
| 87 | Providing, Supplying and Laying factory made Chamfered edge Cement Concrete 60mm thick Paver block of M-35 grade with approved colour, design & pattern of required strength, thickness & size / shape, made by table vibratory method using PU mould, laid in required colour & patten 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 block to the required size and pattern, finishing and sweeping extra sand etc., including all materials, labour, tools & plants, conveyance etc., complete and as directed by the departmental officers. |
| 88 | Supplying and fixing of 5HP (mud pump) Kirloskar KBL make SP3L+ with 5C4 motor model size 80x80mm, 3.7KW/5HP/415V/50HZ, Selfpriming Coupled Pumpset motor. The cost inclusive of motor, labour, fixing with necessary fixtures, conveyance & functioning etc., complete and as directed by the departmental officers. |
| 89 | Supplying the structural steel, MS Flats, Square Rods, Angles, Channels etc., for vertical members / bracing /stiffeners / Base plates or for any other usage as a structural member, fabricating, welding and erecting the frame work in position at the locations shown in the drawing including all labour, materials, conveyance, tools & plants, etc., complete and as directed by the departmental officers (Note : 1. While fabricating, necessary holes and bolt & nut shall be provided at no extra cost in the structural members. 2. In case, the specified MS section is not available in the market, the nearest alternative section may be used after approval of the Engineer). |
| 90 | Providing and fixing Precoated metal sheet 0.45mm for Roofing with hot dipped galvanised prepainted steel sheet for roof of make TATA or equivalent including cost of metal sheet, conveyance, fixing the sheet with necessary clamps / screws and labour charges for fixing sheet etc., complete complying with AISS and as directed by the departmental officers. |
| 91 | Providing and laying of Granular Sub-base (GSB) - [Plant Mix Method] by mechanically and compacting in layers in each layer 125mm using stone aggregate by providing close Grading - I materials 53 mm to 26.5 mm @ 27.5%, 26.5 mm to 9.5 mm @ 22.5%, 9.50 mm to 4.75 mm @ 10%, 4.75 mm below @ 40% mixing in a mechanical mix plant at OMC and loading tippers conveying of mixed material to work site dumping and spreading in uniform layers with motor grader on prepared surface and compacting with vibrator roller to achieve the desired density complete as per clause 401 of MORT&H Specification (Fifth Revision) and as directed by the departmental officers. |
| 92 | Providing and fixing Double legged Scaffolding (Cup Lock type) to the required height made with 40mm dia. M.S. Tube @ 1.5m centre to centre, horizontal & vertical tubes joining with cup and lock system with M.S. Tubes, M.S. rube chillies, M.S. Clamps and M.S. Staircase system in the scaffolding for working platform. The scaffolding system shall be stiffened with bracings, runners connection with the buildings etc., wherever required for attending building repair works and inspection of work at requiredlocation with essential safety features for the workmen including all materials, labour, tools, equipments, etc., complete. |
| 93 | Supplying and fixing of Hydraulic Door Closer of various sizes of approved quality using Aluminium Extruded Section Body Tubular Type Universal Hydraulic Door Closer with Double Speed Adjustment like HARDWYN (make) 'GAZEL' (or) Equivalent (with ISI Monogram) for the doors including cost of door closer, accessories, labour, tools, etc., complete and as directed by the departmental officers. |
| 94 | Supplying and fixing Rolling shutters with ISI make of approved size and section using 18 GI sheet with Gear Operated Type (from 8 sqm. to 12 sqm. Area), 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 and M.S top cover to required thickness for rolling shtters. The shutter shall be painted with one coat of red oxide primer and the rate is inclusive of hood covers, transportation charges etc., including cost of all materials, labour charges and minor tools, all handling and transportation charges to work site etc., complete and as directed by the departmental officers. |
| 95 | Supplying and fixing 15 x 200 mm Grohe rain shower in the bath & toilet room at HOD rooms, the cost including 15 x 200 mm Grohe rain shower, 15mm Grohe sin. Lev. Con. Divertor, 15mm Grohe plain spout, 15x450mm shower arm, 2 in 1 tape, jacquare tape, conveyance charges and fixing charges ect., complete and as directed by departmental officers. |
| 96 | SCHEDULE D - Electrical Works |
| 97 | Providing and fixing of all the Electrical Installations for all buildings . The electrical works shall comply to IS and relevant electrical standards with proper safety protection. The electrical fixtures shall be aesthetic and matching with interior and also to meet the required standards. Modular switches, MCB's/MCCBs, Well designed lighting fixtures, earthing arrangement to all fixtures, conceled distribution boxes with suitable connectors, etc, separate run off from main distribution box, separate power wiring forpower loads wiring to all fixtures, emergency change over arrangements, etc., wiring works for Lights , fan, LAN wire,calling bell, emergency lamp wiring and all other accessories. The cost including supply & fixing of all the required materials for complete electrical works, labour, transport etc. Complete works complying to Electrical Standards / provisions and as directed by the Departmental Officers. |
| 98 | Supply and laying of 4x16sqmm, PVC armoured aluminum LTUG Cable as per technical specifications and scope of work. |
| 99 | Supply and laying of 31/2 x 240 sqmm, PVC armoured aluminium LTUG Cable as per technical specifications and scope of work. |
| 100 | Supply and laying of 31/2 x 50 sqmm, PVC armoured aluminium LTUG Cable as per technical specifications and scope of work. |
| 101 | Supply, erection, testing and commissioning of Stainless-Steel floor mounting pillar box along with providing suitable foundation concrete as per technical specifications and scope of work |
| 102 | Highmast:Design, Supply, Installation, Testing and Commissioning of 30 Mtrs High, Hot dip Galvanized High mast type lighting tower complete with all relevant accessories as per technical specification.Supply |
| 103 | Installation, testing and Commissioning |
| 104 | Feeder Piller with Intelligent smart lighting control system:Design, Supply, Installation, Testing and Commissioning of feeder piller with Intelligent smart lighting control system for 30 meter Highmasts. Feeder piller shall be Outdoor type, dust, vermin weatherproof, IP65, enclosure fabricated from SS316 grade sheet of 2mm thick, suitable angled and flat mounted on GI C Type channel (ISMC) as per technical specification. |
| 105 | LED Flood light luminaries:Design, Supply, Installation, Testing and Commissioning of LED luminaries with complete accessories as per technical specification.Supply |
| 106 | Installation, testing and Commissioning |
| 107 | Supply and laying cable end termination 31/2x 120 sqmm, and 31/2x50 sqmm, PVC LTUG Cable aluminum armored cable with necessary aluminum sockets by crimping etc., with electrical connections as per technical specifications and scope of work |
| 108 | Supply and laying cable end straight through joint kit 31/2x 240 sqmm PVC LTUG Cable aluminum armored cable with necessary aluminum sockets including Labour charges by crimping etc., with electrical connections as per technical specifications and scope of work |
| 109 | Supply and Laying cable end termination 31/2x 240/120/70/50/25 sqmm PVC LTUG Cable aluminum armored cable with necessary aluminum sockets by crimping etc., with electrical connections as per technical specifications and scope of work |
| 110 | Earthing as per IS Specifications:Supply, installation, testing and commissioning of GI earth connection as per the technical specification |
| 111 | Supply and fixing of 375mm (15\\") sweep light duty AC exhaust fan, as per technical specifications and scope of work |
| 112 | Supply and fixing of wall mount Light with suitable clam and fittings, as per technical specifications and scope of work |
| 113 | SCHEDULE E - Landscaping development work |
| 114 | Earthwork excavation in trenches for foundation in sand and other loose soils not exceeding 1.50m in width and including dressing of sides and ramming of bottom lift upto 1.50m including getting out of the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m and lift of 1.50m, cost including shuttering, strutting, bailing out seepage of water wherever necessary etc., complete complying with AISS and as directed by the departmental officers. |
| 115 | Collection and Supply of good quality Red earth from Vagaikulam and cnveying by road with an average lead of 26 KM & stacking at site for pre-measurement including cost of materials, conveyance of red earth, labour, tools & plants etc., complete and as directed by the departmental officers. |
| 116 | Supplying and Planting of well growth and healthy tree of 5' - 6' ft height in poly bags for planting works at site. The saplings varieties shall be Neem, Pungai, Vagai, Novai, Poovarasu and other variety of tree etc., The cost inclusive of cost of saplings, conveyance, loading, unloading, all materials, labours and planting charges etc., complete and as directed by the departmentalOfficers. |
| 117 | Supplying and laying of Mexican Carpet grass (Ready made sheet) at site for transplanting in the lawn area. The rate shall include transportation, loading, unloading of grass carpet along with underlying rooting medium without damaging the roots etc., complete and as directed by the including cost of Mexican Carpet grass (Ready made sheet), labour, tools & plants, etc., complete and as directed by the departmental officers. |
| 118 | Supply and planting of Golden Duranta Border plant saplings wherever required for gardening including cost of sapling, labour, tools & plants, etc., complete and as directed by the departmental officers. |
| 119 | Supplying and installation of 10 ft Spray radius Pop-up type Sprinkler with necessary pipe specials such as micro filter, pressure reducer, spray nozzle, pop-up sprinkler head, flexible piping, tee-connector, sprinkler caps, etc., and the joints being tightened including cost of materials, Conveyance, installations with required specials, labour charges, tools & plants etc., complete and as directed by the departmental officers. |
| 120 | Collection and Supply of good quality Cow dung manure (well dried manure) from Tuticorin town and conveying by road with an average lead of 13 km & stacking at site for pre-measurement including cost of cow dung manure, conveyance, labour, tools & plants, etc., complete and as directed by the departmental officers. |
| 121 | Mixing of Red earth and Cow dung manure for spreading and leveling the plantation area for required thickness including labour, tools & plants, etc., complete and as directed by the departmental officers |
| 122 | Supplying and fixing 32mm dia. PVC pipe 10 kg. per cm2 working pressure in wall, ceiling and floor with necessary clamps and screws, making holes in the wall wherever necessary by drilling holes in the roofs and walls, packed the holes with necessary brick works or concrete wherever necessary plastering the surface smooth with required scaffolding including cost of pipe and special such as elbows, tee, union joints, reducer etc., cutting threading etc., complete complying with AISS and as directed by the departmental officers. |
| 123 | Supplying and fixing in position of best Indian make heavy duty Gun Metal Wheel Valve at 32mm dia. of approved quality including all materials, labour etc., complete complying with AISS and as directed by the departmental officers. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 21, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 29, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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