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Tender Value
₹4.2 Cr
EMD Value
₹4.2 L
Closing Date
29 Jun 2026, 5:00 pm3d left
Similar tender results from the same govt authority in the past 3 years.
Engineering Section
Vijayawada
Construction of 5000 MT capacity godown with self supported arch shaped galvalume roofing and internal BT roads alround the godown at SWC Kandukur, Anantapuramu District.
945209
AGC58-LC0CAW/5/2025-Engg
OPEN - NCB
Civil Works
ANANTHAPUR
16 documents required · 16 mandatory
₹11,800
₹4.2 L
10 Jun 2026
10 Jun 2026
10 Jun 2026
Hiring an excavator (JCB) for making the ramps for movement of vehicles during the execution and removing the same after completion of the work, leveling the uneven surfaces, clearing the partially/fully collapsed structures & jungle, shifting the unserviceable material to the nearest dumping area, stacking the serviciable material etc., complete as directed by the Engineer-in-charge for finished item work. (Rate as per Local Market)
Dismantling Brick masonry and disposal of debris, carting the dismantled material upto 2Km lead including conveyance of all materials by tippers & trucks, hire charges, labour charges including loading as directed by the Engineer-in-charge of work.
Dismantling Unreinforced Cement Concrete more than 15 cm thickness and disposal of debris, carting the dismantled material upto 2Km lead including conveyance of all materials by tippers & trucks, hire charges, labour charges including loading as directed by the Engineer-in-charge of work.
Earthwork excavation for foundations ordinary gravel soils anddisposal of soils as directed by the Engineer- in-charge of work including all leads and lifts, shoring, strutting etc., excluding bailing out of water complete for finished item work.
Earth work excavation for foundations in hard rocky soils by breaking with compressor and dosposal of refusals initial lead and lift and as directed by the Engineer- incharge of work.
Filling foundations with Cement Concrete (1:5:10) Prop. Using 40 mm gauge (HBG) metal including cost & conveyance of all materials to site of work, labor charges, shoring, strutting, machine mixing and laying of concrete, compacting including curing, hire and operational charges of all tools and plants required etc., complete for finished item of work.
Filling foundations with Cement Concrete (1:3:6) Prop. Using 40mm,20mm and 10mm graded metal (HBG) metal including cost & conveyance of all materials to site of work, labor charges, shoring, strutting, machine mixing and laying of concrete, compacting including curing, hire& operational charges of tools and plants required as directed by the Engineer- in-charge of work.Below Ground Level
Filling foundations with Cement Concrete (1:3:6) Prop. Using 40mm,20mm and 10mm graded metal (HBG) metal including cost & conveyance of all materials to site of work, labor charges, shoring, strutting, machine mixing and laying of concrete, compacting including curing, hire& operational charges of tools and plants required as directed by the Engineer- in-charge of work. Above Ground Level
Filling inside basement with excavated soils including initial lead and lifts, ramming consolidation with hand roller 2 tone including operational charges of tools and plants etc., complete.
Supply, collection and filling of Sand from approved quarry including cost, conveyance,consolidation,watering etc.,as directed by the Engineer- in-charge of work
Supply, collection and filling of Stone Dust from approved quarry including cost & conveyance, consolidation with road roller, watering etc., as directed by the Engineer- in-charge of work
Vibrated reinforced Cement (1:11/2:3) Prop.M20 grade concrete Using 20mm size ISI gauge HBG machine crushed metal including cost & conveyance of all materials to site of work and labour charges, centering, machine mixing, laying, vibrating, curing and all other incidental and operational charges etc., complete. Footings
Vibrated reinforced Cement (1:11/2:3) Prop.M20 grade concrete Using 20mm size ISI gauge HBG machine crushed metal including cost & conveyance of all materials to site of work and labour charges, centering, machine mixing, laying, vibrating, curing and all other incidental and operational charges etc., complete. columns
Vibrated reinforced Cement (1:11/2:3) Prop.M20 grade concrete Using 20mm size ISI gauge HBG machine crushed metal including cost & conveyance of all materials to site of work and labour charges, centering, machine mixing, laying, vibrating, curing and all other incidental and operational charges etc., complete. 0.30m wide & 0.30m depth Plinth beam
Vibrated reinforced Cement (1:11/2:3) Prop.M20 grade concrete Using 20mm size ISI gauge HBG machine crushed metal including cost & conveyance of all materials to site of work and labour charges, centering, machine mixing, laying, vibrating, curing and all other incidental and operational charges etc., complete. 0.23m wide & 0.45m depth tie- beam
Vibrated reinforced Cement (1:11/2:3) Prop.M20 grade concrete Using 20mm size ISI gauge HBG machine crushed metal including cost & conveyance of all materials to site of work and labour charges, centering, machine mixing, laying, vibrating, curing and all other incidental and operational charges etc., complete. 0.34m wide & 0.45m depth Roof beam
Vibrated reinforced Cement (1:11/2:3) Prop.M20 grade concrete Using 20mm size ISI gauge HBG machine crushed metal including cost & conveyance of all materials to site of work and labour charges, centering, machine mixing, laying, vibrating, curing and all other incidental and operational charges etc., complete. 0.23m wide & 0.45m depth Ridge beam
Vibrated reinforced Cement (1:11/2:3) Prop.M20 grade concrete Using 20mm size ISI gauge HBG machine crushed metal including cost & conveyance of all materials to site of work and labour charges, centering, machine mixing, laying, vibrating, curing and all other incidental and operational charges etc., complete. Gutter Slab of 125mm Thick at 5.03m height from Flooring.
Reinforced Cement (1:11/2:3)/M20 Grade Using 20mm size ISI gauge HBG machine crushed metal including cost & conveyance of all materials to site of work and labour charges, centering, machine mixing, laying, curing and all other incidental and operational charges etc., complete. 0.10depth fender beam on Verandah front wall @Plinth Level
Reinforced Cement (1:11/2:3)/M20 Grade Using 20mm size ISI gauge HBG machine crushed metal including cost & conveyance of all materials to site of work and labour charges, centering, machine mixing, laying, curing and all other incidental and operational charges etc., complete. Lintels Over Openings
Plain Cement concrete (1:2:4) Prop. Using 20mm size ISI gauge HBG machine crushed metal including cost & conveyance of all materials to site of work and labour charges, centering, machine mixing, laying, curing and all other incidental and other operational charges etc., complete. BED BLOCKS
Providing Masonry work in CM(1:6) Prop. with fly ash cement solid blocks of size 290x225x140mm for manufacturing of fly ash solid blocks using fly ash 80kgs, cement of 15 kgs gypisum of 5 kgs and stone dust including cost & conveyance of all materials, Labour Charges, water leads, curing, scaffolding charges, lift charges, machine mixing charge etc., complete with compressive strength not less than 50kgs for 225mm thick walls for superstructure. Up to 3.00mts
Providing Masonry work in CM(1:6) Prop. with fly ash cement solid blocks of size 290x225x140mm for manufacturing of fly ash solid blocks using fly ash 80kgs, cement of 15 kgs gypisum of 5 kgs and stone dust including cost & conveyance of all materials, Labour Charges, water leads, curing, scaffolding charges, lift charges, machine mixing charge etc., complete with compressive strength not less than 50kgs for 225mm thick walls for superstructure. Above 3.00mts including Gable Walls
FLOORING Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD.
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller /smooth wheeled roller of 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH including Contractor's Profit & Overhead charges, GST and Seigniorage etc., complete . 150 mm compacted thickness
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller /smooth wheeled roller of 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH including Contractor's Profit & Overhead charges, GST and Seigniorage etc., complete . 75 mm compacted thickness
Flooring with cement concrete (1:2:4) Prop. 50mm thick using 20mm HBG metal and top finished with CM(1:3), 8mm thick including cost of mixing charges curing etc., complete.
Supply and fixing of glass pieces size 50x4 mm thick including cost & conveyance of material, labour charges and fixing etc., complete.
Plastering 12mm thick single coat with CM(1:4) Prop. to RCC works with sponge finishing including cost & conveyance of all materials, labour charges, curing including water leads machine mixing etc., complete for finished item of work for all heights
Plastering 12mm thick to Brick masonry in single coat with CM(1:6) Prop. with sponge finishing including cost & conveyance of materials to site of work, curing including all water leads machine mixing etc., complete for finished item of work Up to 3.00Mts
Plastering 12mm thick to Brick masonry in single coat with CM(1:6) Prop. with sponge finishing including cost & conveyance of materials to site of work, curing including all water leads machine mixing etc., complete for finished item of work Above 3.00 Mts
White washing two coats to all the inside faces of the godown cost & conveyance of all materials to site of work such as lime, gum, conge water and labour charges etc., complete for finished item of work.
Supply and application of one coat water based cement primer of exterior grade II and two coats of acrylic exterior emulsion paint having VOC(Volatile Oraganic Compound) content less than 50grams/ litre for exterior walls including cost and conveyance of all materials to site, sales and other taxes incidental, operational and all labour charges etc., complete for finished item of work .
Manufacturing, supply and fixing in position of 0.75x0.75m size steel Air inlets with rolled steel angles having three frames. The outer side frame of 35x35x3mm M.S. angle welded with 12mm dia plain mild steel rods at 75mm C/C both the ways (9 Nos. on each side ) including all accessories such as hold fasts, tower bolts, wind appliances rubber packing to glasses 4 pieces etc., which will be kept by the side of first frame i.e. inside the godown including cost of all materials required for the work labour charges etc., complete as per drawing.
Manufacturing, supply and fixing in position of 1.50x0.45m size ventilators having three frames. The first frame of 35x35x3mm M.S. angle welded with two numbers of 12mm dia plain mild steel rods horizontally and second frame made of 30x3mm flats made of 1.50x0.45m size with numbers and 14/16 guage of 20mm size iron diamond mesh fixed in second frame, drilling holes with suiatable dia to 1st frame and second frame to be tightetened with 20x6mm size zink bolts(8Nos) third frame made of two frames of 0.9x0.3m size with 25x25x3mm MS L angle and joining two frames and fixing of glasses to two frames.
supply of Steel including cutting bending cranking tying grills and placing them in position including fabrication charges cost of mterials and binding wire etc., complete for finished item of work HYSD Ribbed Steel.
Painting two coats to new iron works with Synthetic enamel paint of Ist class British/Asian brand of approved colour without priming coat including cost & conveyance of all materials
Supply and fixing in position (inside the opening) Rolling shutters manufactured by reputed firms in manufacturing Rolling shutters with side guides of 2.44 M length and 12 gauge mild steel channels for a clear opening of 1.83x2.44 M of pull and push typeRolling shutters (Inside & non-ventilated)
Supply and fixing in position (Outside the wall) Ventilated Vertical Rolling Shutter manufactured by reputed firms in manufaturing Rolling Shutters with side guides of 2.44 M length and 12 guage mild steel channels for a clear opening of 1.83x2.44 M of pull and push type of approved quality and design as per ISI specifications with guaranteed 18 guage and 75 mm wide interlocking black steel of deep convex corrugartion with 15 rows (Top 8 and Bottom 7) and middle 20x7.50 Cm(8''x3") ventilated strips of 18 guage set in altenative spacing for circulation of air, bottom plate of 1.80 M. length of 12 gauge including pressed steel bottom rail , brackets of 12 gauge including pressed steel bottom rail brackets of 12 gauge of 350mmx430mm size, suspension shaft at the top with rolling springs made of strong English/Swedish/German of 300mm of 3 gauge steel wire providing pulling hooks of 2 No. and locking arrangements including flat on both inside and outside of 50mm x 6 mm of size, 1.80 M. length and 12 gauge frame to the bottom plate including supply and fixing top cover of 20 gauge 2.00 M. length sheet of suitable shape and size one sharp coat of British/Asian red oxide primer for the entire shutter after approving the quality of shutter at the site of work with cover providing necessary clamps holdfasts, rivets, nuts and stoppers etc., including all other necessary fixtures grouting of the corners with CM (1:6) and greasing etc., complete for finished item of work as per the drawing enclosed and as directed in the Engineer- in-charge of the work.Rolling shutters (Outside & Ventilated
Roofing with Color coated Galvalume sheet 0.5mm thick, width 1070mm, MPA:240,GSM:Z120 inclusing sheet fixing charges, cost of screws Hilt/Corroshield self drilling screws with neoprene washer.Side laps are stitched with self tapping / drilling screws. End laps are to be sealed with 25x3 mm Butyl tape. The sheets are provided with anti capillary grove.Chasing masonry should be done on one side including filling after insertion of sheet in the groove as directed by Engineer- in-charge of work. For Verandah
Supply, fabrication and installation of Self supported arch shaped GALVALUME sheet roofing 1.09mm total coated thickness (TCT) of Galvalume. Color coated Galvalume steel complying to ASTM A792, Base metal thickness 1.00mm(Tolerance as +/- 0.02mm), alloy coating AZ 150(Aluminum 55%, Zinc 43.4% and Silicon 1.6%), Yield strength: 350MPA as recommended in ASTM A792, Paint coating regular modified polyester top coat 25 microns and bottom coat 12 microns epoxy, top color: Combination of Blue and Off white and Bottom color grey using domestic make of TATA Blue scope, Jindal Steel industries, Bhushan steels etc, JSW steel industry, Other Indian renowned steel industries etc., The Steel sheet shall be 3’-0” (914MM) width which shall be curved and moulded at site using mechanical press and dies to the desired curves and shape to form 2’-0” (605MM) wide interlocking panels. These panels shall be erected in position and the joints are seamed. The installation should be done by mechanized methods. Vendor has to mobilize required number of Hydra for transportation of sheets and Cranes for the erection of Seamed Sheets and complete the entire work satisfactorily by using the fixtures like anchor fasteners, standard light hangers, turbo ventilators and sky lights etc., to have a combination of Turbo Ventilator (Stainless steel 304) of Size 24 inches with Capacity of 2200 CFM, Skylight of 2mm Thick with Polycarbonate sheet of size 2FtX14Ft at 30’ intervals and to be installed for each compartment etc., complete as per terms and conditions.
Supply & fixing of 2.44m span Verandah Truss using 60x60x4mm square MS pipe for top & bottom and 40x40x4mm MS square pipe for internals to a rise of 0.75m c/c at wall end including cost & conveyance of all materials, all fabrication & fixing charges, red oxide painting, transportation to site etc.,.
Supply and fixing of 60x60mmx4.0mm for Purlins and MS Cleats of size 150x75mm- 2 Nos. including cost & conveyance of all materials and labour charges etc., complete for purlins.
1’-0” (0.30M) long roof purlins made of 60x60x4.0mm rectangular pipes with 6 mm thick cleats for fixing to trusses including red oxide coating etc., complete and as per the drawing enclosed for Verandah End Purlins.
Supply and fixing of Mastic pad of 1"(25.4mm) thick at expansion joint for RCC Columns.
supply and placing of 125 Micron polythene sheet for flooring in Godown and below PB at Basement level
Letter writing charges to Godowns, stack numbers, Godown numbers on inside and out side at rolling shutter openings etc., including cost of synthetic enamel paint and and artist charges etc., complete as directed by the Engineer- in-charge of work. for 5,000MT Godown
Supply and fixing of ISI -Mark (IS :15683) Mono-ammonium Phosphate powder 90(MAP) 4kg fire extinguishers stored pressure type, pressure gauge gross wt.6.9Kg, empty weight 2.9Kg discharge time and minimum 13sec, controlable discharge mechanism, range mints. 4Mts applicable classes A,B,C and elecrically started fire. A rating -3 A,B rating 3-4B can construction deep drawn and Co2 mig welding,valve coonstruction : forging and maching internal; coating off can :Epoxy powder coating, external coating of thickness 1.60mm, Helium leak detection tested with five years warenty including transportation, all taxes and all labour charges etc., complete Make: safex/kenex/?Bharat/Relaiance. Item no:Elce:9.4.6 including Labour Supply & Fixing charges
Supply and fixing RCC pipes for rain water drainage system for 300mm dia NP2 RCC Hume Pipes
Supply and fixing RCC pipes for rain water drainage system for300mm dia NP3RCC Hume Pipes
Supply and fixing of 160mm dia PVC rain water pipe of 3M length including fixing of 160mm dia P V C Cowl in brick work etc. complete.
Supplying and fixing of M S helical staircase of 6.70 m height 150 mm dia M S pipe as stem and 40x40x6mm for steps and 50 mm flats for treads with 25 mm dia M S pipe for hand railing including fixing in concrete and anchoring to gutter slab , Staircase foundation work and also including of all materials and office incharge of work complete for two ladders each about 450 kgs
ELECTRIFICATION TO GODOWN.Supply and Fixing of 25mm dia 2.2mm thick PVC pipe (ISI MARK) concealed in wall with all required accessories including masonary work and labour charges etc., complete.SSR Item No.1.4.2(b).
Supply and Fixing of 25mm dia 1.8mm thick surface P.V.C. pipe (ISI MARK) with all accessories fixing on chromium plated metallic base saddles including all labour charges etc., complete for run of mains.SSR Item No.1.3.2.
Supply and run of 2 of 14/0.3mm (1.0 Sq.mm) F.R P.V.C. insulated flexible copper cable in existing pipe for mains inlcuding all labour charges etc., complete.SSR Item No.3.1.1..
Supply and run of 2 of 36/0.3mm (2.5 Sq.mm) F.R P.V.C. insulated flexible copper cable in existing pipe for mains inlcuding all labour charges etc., complete.SSR Item No.3.1.4.
Wiring with 2 runs (excluding cost of wire )Fire Retardant (FR) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., co
Supply and run of No.14 SWG G.I. wire including cost of all accessories and labour charges etc., complete ITEM NO.5.2.4
Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for earth continuity including all labour charges etc., complete.SSR Item No.3.1.2.
Supply and fixing of 6A 3/2 pin flush type wall plug socket with 6A flush type marked switchcontrol on a common board with earth continuity including wire leds earth connections along with all labour charges etc., complete excluding cost of wire 2.1.4
Supply and fixing SPN Distribution board with IP-20 protection suitable for single phase Earth Leakage Circute Braker (ELCB) / Residual Current Circute Braker (RCCB) / Double Pole (DP) Isolator as incomer and 10kA SP MCBs as out going including internal connections etc., complete. Item No.4.4.1
Fixing of LED 100W street light luminaire to the wall with 1.0 Mtr length, 25mm dia GI pipe (16 gauge) with bracket and anti tilting MS flat etc., including giving connections and labour charges etc., complete. DATA Item No.7.9.5.
Fixing of LED 50W street light luminaire to the wall with 1.0 Mtr length, 25mm dia GI pipe (16 gauge) with bracket and anti tilting MS flat etc., including giving connections and labour charges etc., complete. DATA Item No.7.9.5.
Supply and laying of 6 sqmm 2 core XLPE insulated,,1100V grade armoured alluminium cable as per specification conforming to IS-7098(part-I) of makes Polycab/KEI/RPG/Finolex/Havels/Paragon/V-Guard/Forture Art /Gloster / Suncab including cost of all accessories and labour charges etc., complete.
S& F 25 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete
Providing independent earthing by excavating a trench oto a depth of 2.1m in all soils as per size specified in the deta using 40mm dia "B" class GI of 2.50Mt length with necessary accessories with hume pipe tings providing staggered holes including filling with equal prop. of salt and charcoal in layers all labour chargesetc. item No.5.1.1
INTERNAL ROADS : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD.
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including Contractor's profit & Overhead charges and Seigniorage etc., complete
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) including Contractor's Profit & Overhead charges.
Providing and applying tack coat with Bitumen emulsion ( Rapid Setting RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD including Overheads & Contractor's Profit.
Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling).
Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent 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 MORTH specification clause No. 508 complete in all respects, including overhead charges & Contractors profit but excluding GST & Seignorage charges.
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