Tender For Module-I: Miscellaneous Civil Works For Effluent Treatment Plant At Pickling Shop & Module-Ii: Construction Of Salt Bath Furnace Foundation In Pickling Shopnote: Contractor Has To Quote Overall Price Viz Price + Taxes + Gst + Cess. The Acc
Tender Value
28.07 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
13 days left
EMD
70000
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
Hyderabad → Telangana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Module-I: Miscellaneous Civil Works For Effluent Treatment Plant At Pickling Shop & Module-Ii: Construction Of Salt Bath Furnace Foundation In Pickling Shopnote: Contractor Has To Quote Overall Price Viz Price + Taxes + Gst + Cess. The Accuracy Shall Be Up To Two Decimals
BOQ
| Sl. No. | Item Description |
| 1 | BOQ for Module - I: Miscellaneous Civil works for Effluent Treatment Plant at Pickling Shop |
| 2 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc., complete and stacking within 50 metres lead of Area 3 sq. meters and below |
| 3 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc., complete and stacking within 50 metres lead of Area beyond 3 sq. meters |
| 4 | Demolishing brick work (In Cement Mortar) manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of EIC |
| 5 | Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead-100 mm dia |
| 6 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead |
| 7 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc., complete. |
| 8 | 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 50 metres lead. |
| 9 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep, including clearing grass, bushes and removal & disposal of rubbish, pipes etc lead up to 50m outside the periphery of the area cleared. |
| 10 | 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 : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 11 | Providing & Plastering 18 mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6mm thick cement plaster 1:6 (1 cement : 6 fine sand) with neat cement coat includes providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers per bag of 50 kg cement used in the mix |
| 12 | Providing and laying 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). |
| 13 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead, For thickness of tiles above 25mm and upto 40 mm. |
| 14 | 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. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proofcement : 4 coarse sand) |
| 15 | 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. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proofcement : 4 coarse sand) Acid and alkali resistant tile |
| 16 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame |
| 17 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge |
| 18 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.-1.5mm thick |
| 19 | Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing . (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) along with UPVC Grill made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. |
| 20 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 21 | Providing & fixing unplasticised rigid PVC rain water pipes conforming to IS 13592 Type A of 110mm diameter |
| 22 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. (New work (two or more coats) over and including water thinnable priming coat with cement primer) |
| 23 | Providing & painting with priming coat of exterior primer and two or more coats of with Acrylic Smooth exterior paint including surface preparation for walls complete, as per instructions of EngineerIn-Charge at all heights & levels including scaffolding complete as per instruction of E.I.C. |
| 24 | Providing & painting of with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade for structural steel with one or more coats on the existing structure steel members of columns, rafters, rail beam etc (old work) .The cost of cleaning prior to painting, scrapping complete, etc. is in the scope of contractor. |
| 25 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 26 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 27 | 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 Engineerin-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. |
| 28 | Providing and fixing of roller blinds (recon make) for windows complete as per instruction of E.I.C |
| 29 | Providing and fixing of 3 mm thick aluminum powder coated partitions & aluminum powder coated Door with half novapan 12mm thick and 5mm clear glass complete with locking arrangement along with three keys including handles, tower bolts, stopper & neoprene gasket complete etc., with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.: For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron). The cost includes closing gaps between wall & aluminum section with white cement or Aluminum angles as required at site (if any), complete as per instruction of E.I.C. |
| 30 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall / partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks |
| 31 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine of grid size 1m X 1m, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge |
| 32 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand) etc complete as directed by EIC |
| 33 | Earth work in excavation of all kinds of soil by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for lift upto 1.5m, as directed by Engineer-incharge. |
| 34 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for lift upto 1.5-3m, as directed by Engineer-incharge. |
| 35 | Earth work in excavation in hard rock (blasting prohibhited) by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 3.00m level as directed by EIC. |
| 36 | Providing and laying in position cement concrete of specified grade, work up to plinth level : PCC 1:4:8 (1 cement, 4 coarse Sand(Zone-III) derived from natural sources: 8 graded stone aggregate 40mm nominal size derived from natural sources) including curing levelling, etc., as directed by EIC |
| 37 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level for Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 38 | Providing and laying Concrete of M25 grade (with minimum cement content of 330 kg /cum) 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, OPC, 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 etc complete as directed by EIC |
| 39 | Centering and shuttering including strutting, propping etc for PCC and removal of form work for Foundations, footings, bases for columns |
| 40 | Centering and shuttering including strutting, propping etc and removal of form work for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 41 | Centering and shuttering including strutting, propping etc and removal of form work for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 42 | 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 for all lift etc complete as directed by EIC |
| 43 | Disposal of excavated excess earth from the site including conveyance of materials up to an average lead of 1KM away from the site, and correspondiong required lift, loading, unloading etc complete as directed by the EIC. (The quantity is net quantity of capacity of truck after deduction of 20% for looseness) By mechanical transport including loading, unloading and stacking. (Lead upto 1KM away from the site) |
| 44 | Carriage and Carting of building rubbish mechanical means up to lead 1KM and stacking at a place identified by CED. |
| 45 | Supply & fixing of Name boards for shops (Industrial sheds) & Buildings at a height upto 6 meters, retro reflective film (blue/green/specified color) with white letter/symbols & borders over 4mm thick ACP and supported with 32x32x3mm L angle MS frames or MS structural supports & necessary fixtures complete. (List of Name boards is enclosed for reference) |
| 46 | Providing & cutting grooves in brick wall of 6\\" width & 2\\" depth for laying of electrical, IT & Telephone cables and make proper finishing with plastering in C.M (1:4) complete as per instructions of EIC. |
| 47 | 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. |
| 48 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete for tiles of size 300mm X 300mm |
| 49 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete |
| 50 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete |
| 51 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete |
| 52 | Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete 75 x 50 x 2.5 mm |
| 53 | Supply of labour |
| 54 | Fitter-Grade-1 |
| 55 | Assistant Fitter |
| 56 | BOQ for Module-II: Construction of Salt Bath Furnace Foundation in Pickling Shop |
| 57 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 58 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. |
| 59 | Disposal of excavated excess earth / Demolished concrete from the site including conveyance of materials up to an average lead of 1KM away from the site, and correspondiong required lift, loading, unloading etc complete as directed by the EIC |
| 60 | Providing and laying in position cement concrete of specified grade, work up to plinth level : PCC 1:4:8 (1 cement, 4 coarse Sand(Zone-III) derived from natural sources: 8 graded stone aggregate 40mm nominal size derived from natural sources) including curing levelling, etc., as directed by EIC |
| 61 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level for Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 62 | Providing and laying Concrete of M25 grade (with minimum cement content of 330 kg /cum) 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, OPC, 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 etc complete as directed by EIC |
| 63 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 64 | Providing and grouting with non-shrink cementitious grout material in required size of packing (Fosroc chemical: Conbextra GP2) as per the manufactures specification. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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