Tender For Construction Of Various Buildings And Sheds At Gmpl
Tender Value
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Estimated cost
Bid Submission
26 Oct 2026
10 days left
EMD
34.66 Lakhs
Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dakshina Kannada → Karnataka
EMD Exemption
Available
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Not Available
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Project Description
Tender for Construction Of Various Buildings And Sheds At Gmpl
BOQ
| Sl. No. | Item Description |
| 1 | Civil Works |
| 2 | Piling work |
| 3 | Bored Cast in situ RCC Piles: Construction of Bored cast-in-situ RCC piles of specified diameter by rotary means through all type of soil strata and/ or end socketing into rock for specified length as required, including the use of bentonite slurry & temporary casing of appropriate length etc. as required for maintaining borehole sides in position, supply & casting of concrete of specified grade as per the design mix using tremie concreting, quality control tests, supply and mixing of corrosion inhibitors admixtures and other materials including plasticizers as required as per specifications/ recommendations, disposal of the excavated materials and muck etc. produced during piling operations at specified location within/outside the plant boundary, issue of driving records, mobilisation and Demobilision of Equipment/ Tools and Tackles, labours as required for executing the Piling work & carry out any ancillary work adjunct to piling work and/ or shifting plant and equipments from one pile location to another, all complete as per specifications, drawings & directions of Engineer-in-charge(Cost of reinforcement is excluded)(length of pile for payment shall be measured up to bottom of pile cap). |
| 4 | Pile dia. 600 mm, Grade of Concrete M35 |
| 5 | Pile Load Tests |
| 6 | Conducting ROUTINE VERTICAL load testing of piles in accordance with IS 2911 (Part IV) including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same etc. complete as per specification & the direction of Engineer in-charge. |
| 7 | Conducting ROUTINE PULL OUT pile load test in accordance with IS 2911 (Part IV) including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same etc. complete as per specification & the direction of Engineer in-charge. |
| 8 | Conducting ROUTINE LATERAL pile load test in accordance with IS 2911 (Part IV) including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same etc. complete as per specification & the direction of Engineer in-charge. |
| 9 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS :14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. |
| 10 | Pile Head Preparation: Preparation of pile heads by head cut-off for a minimum length of 1m and upto pile cut off level or as per requirement for pile of dia as per drawings, cleaning, bending dowel reinforcement as per drawings and concrete surface preparation for the connection to the foundation/ pile cap. |
| 11 | Earthwork |
| 12 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas for foundations etc. (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 all lift, as directed by Engineer-in-charge. |
| 13 | All kinds of soil |
| 14 | hard rock(Blasting Prohibited) |
| 15 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) etc., including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 16 | All kinds of soil. |
| 17 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m in all kinds of soil |
| 18 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge in all kinds of soil |
| 19 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 20 | Backfill/Filling |
| 21 | Backfill with material from excavation: 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, watering and rolling as required to achieve required compaction, lead up to 50 m and for all lift as per directions of EIC. Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope |
| 22 | Backfill with material supplied by Contractor: Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport also including ramming and watering and rolling as required of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all leads and lift. Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope |
| 23 | Sand filling: Supplying and filling clean, dry sand/M-sand of approved quality under floors, pavements, in foundation and plinth, tank pads, etc. including cost of sand transportation for all leads, loading & unloading, spreading in layers of 50 to 150 mm compacted thickness at all depths, watering, ramming, compacting to 95% dry density or as specified in drawing, dressing in slopes horizontally as required and levelling etc. all complete and as per directions of Engineer-in-Charge. Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope (Excavation excluded) |
| 24 | Rubble Solling:Supplying, laying and compacting of Rubble Solling of required thickness as per specifications and directions of EIC |
| 25 | Anti-Termite Treatment: Providing and injecting approved chemical emulsions as specified for pre-constructional ANTI-TERMITE TREATMENT as per IS 6313-part 2 and creating a chemical barrier under and around column pits, wall trenches, basement excavations, top surfaces of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surrounding of pipes and conduits etc. all complete as specified and directed. (Plinth area of the building at ground floor only shall be measured). |
| 26 | Concrete Work |
| 27 | Plain Cement Concrete: Upto Plinth: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level as required by the Drawings and Specifications and as directed by the Engineer-in-charge. Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope |
| 28 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 20 or 40 mm nominal size as required derived from natural sources) |
| 29 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 or 40 mm nominal size as required derived from natural sources) |
| 30 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 or 40 mm nominal size as required derived from natural sources) |
| 31 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 32 | Plain Cement Concrete: Superstructure: Providing and laying cement concrete of specified grade in superstructures(Above plinth level up to floor five level, excluding the cost of centering, shuttering as required by the Drawings and Specifications and as directed by the Engineer-in-charge Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope |
| 33 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size or as required derived from natural sources) |
| 34 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size or as required derived from natural sources) |
| 35 | 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size or as required derived from natural sources). |
| 36 | Reinforcement Steel |
| 37 | High Yield Strength Deformed (HYSD) / TMT Bars – Grade Fe 500D for – Cast-in-Situ / Pre-cast Sub Structures or superstructure concrete: Supply, Cleaning, Bending, Cutting and Fixing in position HYSD Reinforcement Bars conforming to IS-1786 (FY = 500 MPa) for Cast-in-Situ and/ or Pre-cast Reinforced Concrete Works including the cost of binding wire, carting the same to site of work, straightening, cleaning, cutting, bending with 18 SWG black soft annealed binding wire, and placing with proper cover blocks, supports, chairs, spacers, etc., complete for all Sub Structures like Foundations(including piles), Culverts, Basins, Drains, Sleepers etc. at all depths and for all Super Structures and at all heights as specified in the Drawings, specifications and directions of Engineer-in-charge. Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope |
| 38 | for both Supply as well as Installation of Uncoated R/F Steel only |
| 39 | for both Supply as well as Installation of coated( to prevent corrosion) R/F Steel only |
| 40 | Form-works for Concrete |
| 41 | Form-works for Substructure concrete: Providing and fixing plywood, timber or steel, straight/ inclined, centering and shuttering with greasing on the surface contact with concrete in all types of Sub Structures etc. irrespective of the method of casting the Concrete including keeping the formwork in position by providing proper/ required supports, during concreting and removal of the same after specified period, curing, keeping necessary provision for inserts, projecting dowels or any other fixtures etc., tools, equipment and labor necessary for the work all compete, as specified in the Drawings, specifications and directions of Engineer-in-charge. Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope |
| 42 | form-works for sub-structure concretes |
| 43 | Form-works for concrete superstructures: Providing and fixing plywood, timber or steel, straight/ inclined, centering and shuttering with greasing on the surface contact with concrete in all types of superstructures irrespective of the method of casting the Concrete including keeping the formwork in position by providing proper/ required supports, during concreting and removal of the same after specified period and for all methods of construction including the same for all Concrete Elements like columns, beams, floor & roof slabs(including submission of necessary load calculations and design approval), walls, buttresses, pedestals, elevated machinery supporting structures, staircases, corbels and their support brackets, fins, louvers, parapets and any other elevated concrete works not specifically covered herein and for any shape (straight/ circular), including necessary provision for inserts, projecting dowels or any other fixtures etc., tools, equipment and labor necessary for the work all compete, as specified in the Drawings, specifications and directions of Engineer-in-charge. |
| 44 | form-works for concrete superstructures for all heights |
| 45 | Reinforced Cement Concrete |
| 46 | Substructure concrete – Cast-in-Situ – with admixtures and with/without corrosion inhibitors: Providing and laying in situ Reinforced Cement Concrete of any Design Mix and specified grade using ordinary Portland cement and 20 mm and down size graded stone aggregates including providing pockets/ shear keys, during concreting, vibrating, tamping, curing addition of plasticizers and rendering if required to give a smooth and even surface etc. complete in all types of substructures for example in rafts, foundation beams, footings, retaining walls, counter forts, buttresses, mass concrete for machine and equipment foundations, ring beam foundations for storage tanks, pipe way bridges, columns pedestals, underground tunnels, sleepers, Drains, Trenches, Man-Holes, Catch-Basins, Valve Pits and other similar UG items not specifically mentioned herein but used in Facilities below the Pavement, for all depths including the supplying and applying of admixtures and with/ without corrosion inhibitors (bipolar concrete penetrating corrosion inhibiting materials) as specified in the Drawings and as per specifications and directions of Engineer-in-charge. Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope |
| 47 | Grade M25 |
| 48 | Grade M30 |
| 49 | Grade M35 |
| 50 | Concrete in superstructures – Cast-in-Situ – with admixtures and With/Without corrosion inhibitors: Providing and laying in-situ Reinforced Cement Concrete of any Design Mix and of specified grade using ordinary Portland cement and 20 mm and down size graded stone aggregates including provision of pockets/ shear keys, fixing metal inserts/ sleeves and anchor bolts in position during concreting, vibrating, tamping curing, addition of plasticizers and rendering if required to give a smooth and even surface etc. in all types of superstructures like Piperacks, Process Structures, etc. and for all types of Concrete Elements like columns, beams, floor & roof slabs, pedestals, elevated machinery supporting structures, staircases and their support brackets, fins, louvers, parapets and any other elevated concrete works not specifically covered herein, all complete as per drawings/ specifications and as directed including the supply, scaffolding and applying of admixtures and corrosion inhibitors (bipolar concrete penetrating corrosion inhibiting materials) as per specifications and directions of Engineer-in-charge. Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope |
| 51 | Grade M25 for all heights upto floor V level |
| 52 | Grade M30 for all heights upto floor V level |
| 53 | Grade M35 for all heights upto floor V level |
| 54 | DPC: Providing and laying 40mm thick damp-proof course to all masonry work as per specifications in 1:1.5:3 with 10mm and downsized aggregates including mixing of 1% water proofing compound in concrete. The DPC shall be laid in two layers of 20mm thick each with two coats of hot bitumen (Grade A90/S90 conforming to IS:73) applied @ 1.7 Kg/sq.m. over each layer as per specifications including cleaning, watering the top surface of walls, centering, shuttering, placing, tamping, curing, sprinkling an even layer of dry & sharp sand over the hot bitumen etc. all complete as per specifications, drawings and as directed by Engineer In charge. |
| 55 | Brickwork |
| 56 | Brick masonry in substructure : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 57 | Brick masonry in superstructure: 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 1:4 (1 cement : 4 coarse sand) |
| 58 | Laterite Stone Masonry: Providing and laying superior quality dressed laterite stone masonry at all levels in cement mortar 1:4 , as per IS 3620(1979), having compressive strength not less than 3.5 Mpa for saturated dry samples, size as directed by the EIC |
| 59 | AAC Blocks: Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. |
| 60 | Solid Concrete Blocks: Providing and laying factory made Precast concrete solid blocks of required thickness as per architectural drawing of grade M10 from approved manufacturer in superstructure above plinth level up to floor V level in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 61 | Cement plaster: Providing and Laying Plain cement plaster with or without waterproofing compound conforming to IS-2645 of approved make mixed to cement mortar @ 3% by weight of cement or as per manufacturers specifications, including cost of cement, cleaning, hacking concrete surfaces, scaffolding, providing drip moulds, POINTING if required, watering, curing etc. complete for all heights, providing grooves (for 20 mm thick plaster) in plaster 12 mm wide and 12 mm deep all complete as specified in Drawings and specifications and as directed by Engineer-in-charge. |
| 62 | Cement Plaster: Providing 12 mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand) on any type of surface, including obtaining a smooth surface, at all heights as directed by EIC |
| 63 | Cement Plaster: Providing 20 mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand) on any type of surface, including obtaining a smooth surface with Water Proofing Compound, at all heights, as directed by EIC(20 mm thick plaster to be done in two layers (12 mm + 8 mm) |
| 64 | Cement plaster: Providing 6 mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) on any type of surface, including obtaining a smooth surface, at all heights as directed by EIC |
| 65 | Extra for Providing and fixing GI hexagonal chicken wire mesh of size 12mm x22g or as required at the junction of dissimilar surfaces of brick masonry wall and R C C column by beams or as required including necessary nails for fixing etc, complete all as per specification and direction of Engineer -in -charge for all floor at all height |
| 66 | Miscellaneous Works |
| 67 | Polyurethane / Polyester based Polyurethane waterproofing: Providing and applying bi-component (resin + hardener) polyurethane / polyester based polyurethane water proofing coating of approved make (EZECOAT of Industrial Products Manufacturing Co. or approved equivalent) comprising of one primer adhesion coat and two evenly applied sealing coats @ 160 gm/sqm per layer, over cement screed laid over the roof surface, including tools & labor, providing a fillet of 75mm radius with cement mortar (1:4) at junction of roof and vertical face, preparing the base surface (leveling, clearing removing dust / oil, filling up cracks with their paste of polyurethane white cement (1:2), continuing the water proofing on vertical face to a min. height of 150mm over finished roof surface terminating it in a continuous groove (65 x 75mm) / top of parapet and filling it with cement mortar (1:4) and to a min. depth of 100mm to rain water pipes / outlets, finishing, curing etc. Finishing protective layer of 25 mm thick. P.C.C.(1:2:4) in panels of maximum size 1200mm x 1200mm chequered finish with 24 SWG chicken wire mesh interposed in between finished smooth. The joints between panels shall be sealed with suitable urethane based elastomeric compound as per manufacturers specifications. all complete as specified in the Drawings, specifications and directions of Engineer-in-charge. |
| 68 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 69 | Isolation Joints / Expansion Joints for Type II & III Paving: Providing 20mm wide isolation joints wherever required to Isolate Paving with Foundations / UG Pits, etc including installing 20mm thick Shalitex Board, raking the joint after completion of work to a depth of 25mm and sealing the groove with Shalitex or approved equivalent sealing compound as per IS: 1834 \\"Type-B\\" etc. as per Drawings, all tools, labour and material complete as per drawings, specifications and directions of Engineer- in-charge. Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope Please Enable Macros to View BoQ information |
| 70 | Isolation Joints / Expansion Joints for Type II & III Paving: Providing 20mm wide isolation joints wherever required to Isolate Paving with Foundations / UG Pits, etc including installing 20mm thick Shalitex Board, raking the joint after completion of work to a depth of 25mm and sealing the groove with Shalitex or approved equivalent sealing compound as per IS: 1834 \\"Type-B\\" etc. as per Drawings, all tools, labour and material complete as per drawings, specifications and directions of Engineer- in-charge. Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysOct 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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