Tender For Construction Of Guest House (Stilt+6 Floors) At Kaiga Township.
Tender Value
17.25 Crore
Estimated cost
Bid Submission
19 Nov 2026
17 days left
EMD
22.17 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
Uttara Kannada → Karnataka
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Guest House (Stilt+6 Floors) At Kaiga Township.
BOQ
| Sl. No. | Item Description |
| 1 | Schedule-A:CIVIL SUB STRUCTURE WORKSClearing the site by cutting, uprooting and removal of shrubs, bushes, weeds including removal of bushes of all sizes/Nos. by Manual / Mechanical means (trees which are already Enumerated), converting the tree trunks into logs, stripping of bark wherever required, and disposal of the same in safe way to prevent fire hazard to far away place up to a lead of 2500 m from the work place etc. all complete as per technical specifications and as directed by the Engineer-in-charge. |
| 2 | Schedule-A:CIVIL SUB STRUCTURE WORKSCutting and felling of trees of girth(measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material inside project campus within the boundary at places shown etc. complete in all respect as per drawing,specifications and direction of Engineer in Charge. |
| 3 | Girth from 300 mm to 600 mm |
| 4 | Girth from 600 mm to 900 mm |
| 5 | Girth from 900 mm to 1800 mm |
| 6 | Girth above 1800 mm |
| 7 | Schedule-A:CIVIL SUB STRUCTURE WORKSDismantling of concrete (RCC/PCC) at all levels, existing structures such as boundary wall, road pavement, culverts etc.including all necessary drilling equipment ,labour and clearing the site including disposal / storage of the material etc upto a lead of 2500 m. all complete as per technical specifications and as directed by the Engineer-in-charge. Care to be taken not to damage the existing adjacent structure,complete as per technical specifications and as directed by the Engineer-in-charge. |
| 8 | Schedule-A:CIVIL SUB STRUCTURE WORKSDemolishing brick work manually/ by mechanical means including stack ing of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. |
| 9 | Schedule-A:CIVIL SUB STRUCTURE WORKSEarth work excavation for Foundation by mechanical means for all works & depth as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 2km and at required lead and lift including Cost of labour, tools, usage of machinery & other appurtenaces required to complete in all respect as per drawing,specifications and direction of Engineer in Charge |
| 10 | Schedule-A:CIVIL SUB STRUCTURE WORKSFilling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 50cm in depth, consolidating each deposited layer by ramming and watering, at all lead and lifts. complete in all respect as per drawing,specifications and direction of Engineer in Charge |
| 11 | Schedule-A:CIVIL SUB STRUCTURE WORKSSupplying anf filling approved earth From borrow pit(excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 50cm in depth, consolidating each deposited layer by ramming and watering, at all lead and lifts. complete as per specification and as directed by Engineer-in-Charge. |
| 12 | Schedule-A:CIVIL SUB STRUCTURE WORKSBoring, providing and installation bored cast-in-situ reinforced cement concrete piles of 600mm dia of grade M-35 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine or any other suitable approved method of boring . complete all including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).complete as per specification and as directed by Engineer-in-Charge.Ref: Reinforcement will be paid in item No 13 |
| 13 | Schedule-A:CIVIL SUB STRUCTURE WORKSCarrying out Vertical loading test on following piles as per IS: 2911 – (part-IV) including all required material, labour etc., including submission of test report and complete as per specification and as directed by Engineer-in-Charge. |
| 14 | Intial Load Test 600 mm dia piles |
| 15 | Routine Load Test 600 mm dia piles |
| 16 | Schedule-A:CIVIL SUB STRUCTURE WORKSProviding and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water as per the recommendation of manufacturer labour, usage charges of machinery,complete in all respect as per drawing,specifications and direction of Engineer in Charge . |
| 17 | Schedule-A:CIVIL SUB STRUCTURE WORKSProviding and laying in position Cement Concrete (Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates) for leveling course for all works in foundation. Or any otherThe granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications , drawing and direction of engineer in charge. |
| 18 | Schedule-A:CIVIL SUB STRUCTURE WORKSProviding centering and shuttering for all RCC/PCC works in substructure like Foundations, footings, pile cap ,column upto plinth ,bases of columns, etc. including removal of the same for in-situ reinforced concrete using approved formwork including sturting propping etc at all levels, heights & floors and removal of the same for in-situ reinforced concrete. Complete as per desgin ,drawing, specifications, relevant IS and as directed by Engineer-in-Charge. |
| 19 | Schedule-A:CIVIL SUB STRUCTURE WORKSDesign,Providing and laying in position Reinforced Cement Concrete grade M35 using 20 mm nominal size graded crushed coarse aggregates for all Foundation works including plinth.The crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and green cutting/hatching the construction joints wherever required to complete the work as per technical specifications , drawing and direction of engineer in charge. |
| 20 | Schedule-A:CIVIL SUB STRUCTURE WORKSSupplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement of dia as per drawings including cost of all materials, machinery ,labour ,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire of 1.6mm dia,cover blocks of equivalent grade and other ancilary operations for pile ,pile cap column, beam , lift wall and other upto plinth complete as per drawing and technical specification and as directed by Engineer-in-Charge. |
| 21 | Schedule-B:CIVIL SUPER STRUCTURE WORKSDesign,Providing and laying in position Reinforced Cement Concrete for all Super structure work of building of approved grade M35 using . The crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and green cutting/hacking of construction joints wherever required to complete the work as per technical specifications, drawing and direction of engineer incharge. |
| 22 | Schedule-B:CIVIL SUPER STRUCTURE WORKSSupplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement for super structure work [ excluding plinth beam] like columns, beams, slabs, roofs , staircase,lintel beam ,landings etc., including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire of dia 1.6 mm , cover blocks of equivalent grade and other ancilary operations complete as per drawing and technical specification and as directed by Engineer. |
| 23 | Schedule-B:CIVIL SUPER STRUCTURE WORKSDesign, Providing centering and shuttering for all RCC/PCC works of beams, slab,column,lintels,staircase,roofs,balconies etc for super structure [excluding plinth beam] works including removal of the same for in-situ reinforced concrete using approved formwork including sturting propping etc at all levels, heights & floors and removal of the same for in-situ reinforced concrete.Complete as per desgin ,drawing, specifications, relevant IS and as directed by Engineer-in-Charge. |
| 24 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding Solid Cement Concrete Block having strength 5Mpa & above and water absorption not more than 10 percent or according to IS 2185 PART 1 for superstructure above plinth level in all shapes and sizes with Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machineries & other incidental charges complete in all respect as per drawing,specifications and direction of Engineer in Charge |
| 25 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding 15 mm cement internal plaster in two coats on masonry work for walls, internal passage,staircase,litf walls etc for all internal works of building of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete in all respect as per drawing,specifications and direction of Engineer in Charge |
| 26 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding 18 mm external cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) to brick masonry including adding of water proofing compound as per the manufacturer recommendation, rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as complete in all respect as per drawing,specifications and direction of Engineer in Charge |
| 27 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete in all respect as per drawing,specifications and direction of Engineer in Charge. |
| 28 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 , along route of walls chipped for services,junction between RCC and brick walls including cost of materials, labour for fixingcomplete in all respect as per drawing,specifications and direction of Engineer in Charge (Length of mesh only be measured for payment) |
| 29 | Schedule-B:CIVIL SUPER STRUCTURE WORKSExtra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof including cost of material, labour, scaffolding etc ascomplete in all respect as per drawing,specifications and direction of Engineer in Charge |
| 30 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding and laying Double charged vitrified tiles Matt Finish/Anti skid with thickness 9-10 mm, 600 x 600 mm size with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting.complete in all respect as per drawing,specifications and direction of Engineer in Charge |
| 31 | Flooring |
| 32 | Skirting |
| 33 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding and laying Polished Glazed Vitrified tiles with thickness 8-10 mm on walls of kitchen/bathroom or wherever required of sizes 600 x 1200 mm with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477 / epoxy based adhesive, in average 6 mm thickness, including grouting of joints complete in all respect as per drawing,specifications and direction of Engineer in Charge |
| 34 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding and laying Glazed vitrified floor tiles with thickness 9-10 mm size of Tile 600x600 mm conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete in all respect as per drawing,specifications and direction of Engineer in Charge |
| 35 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, nosing, curing edge moulding to 18mm thick average Granite stone counters, vanities etc. Including machine polishing to edge to give high gloss finish etc. complete in all respect as per drawing,specifications and direction of Engineer in Charge NOTE:-Polished Granite stone slab , Cat Eye, River Pink or equivalent. |
| 36 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding and laying Vitrified tiles for risers,treads of staircase with thickness 12mm in different sizes conforming to IS: 15622,of approved brand & manufacturer, in all colours and shade, in skirting,riser, treads of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints as complete in all respect as per drawing,specifications and direction of Engineer in Charge |
| 37 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding and laying machine cut, mirror polished, composite/ engineered Marble stone flooring & skirting laid in required pattern in linear portion of the building all complete as per architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer in-Charge. |
| 38 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding and fixing 18 mm average thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc.complete in all respect as per drawing,specifications and direction of Engineer in Charge |
| 39 | Area of the slab upto 0.50 m2 |
| 40 | Area of slab over 0.50 m2 |
| 41 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete in all respect as per drawing,specifications and direction of Engineer in Charge. |
| 42 | Schedule-B:CIVIL SUPER STRUCTURE WORKSExtra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in Granite, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc.complete in all respect as per drawing,specifications and direction of Engineer in Charge. |
| 43 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding, supplying, and fixing in position uniform-color Jet Black Granite Door Frame (Choukhat). The stone shall be homogenous in texture, and free from cracks, flaws. The frame shall be fabricated from solid granite slabs of average 50 mm thickness precision machine-cut to required sizes, and finished with architectural moulding edges. All exposed surfaces and moulded profiles shall be factory-pre-polished to a mirror-glass finish .The assembly shall include making necessary rebates, groves, and slots for hinges, holdfasts, door seals, and lock strikes as per architectural drawings. The frame sections shall be securely joined using epoxy adhesives (e.g., Araldite/Tenax) and mechanically anchored to the masonry/RCC wall openings using heavy-duty stainless steel (SS 304) anchor fasteners and dash fasteners, perfectly plumb, level, and aligned.The rate shall be inclusive of all materials, wastage, template making, cutting, moulding, chamfering, polishing, hardware slotting, scaffolding, labor, transport, and fixing in position at all levels, complete as directed by the Engineer-in-Charge. |
| 44 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Ordinary cement without any pigment.complete in all respect as per drawing,specifications and direction of Engineer in Charge. |
| 45 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1,including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. complete in all respect as per drawing,specifications and direction of Engineer in Charge. |
| 46 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neatcomplete in all respect as per drawing,specifications and direction of Engineer in Charge. |
| 47 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding and rendering smooth finish; using Birla White Putty in One Coat to have even finish over internal plastered surfaces of wall; concrete & ceiling including rubbed perfectly so as to obtain smooth & even finish, providing; fixing & removing necessary staging / platform, preparation of base properly by cleaning & washing, Base shall be fully neat, clean & dry before application of putty, cleaning the work area & disposing the debris / waste materials / unwanted materials / things etc., upto a lead of 2000 meters outside the pheriphery of work premises etc. complete all as per specification and as directed by the Engineer-in-charge at all locations and at all lifts / heights. |
| 48 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding and laying water proofing treatment with PU based single component elastomeric polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Pack complete in all respect as per drawing,specifications and direction of Engineer in Charge. Please Enable Macros to View BoQ information |
| 49 | Schedule-B:CIVIL SUPER STRUCTURE WORKSProviding and laying water proofing treatment with PU based single component elastomeric polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Pack complete in all respect as per drawing,specifications and direction of Engineer in Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysNov 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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