Tender For Construction And Commissioning Of 2 Nos. Of Grey Water Management Project 2026-27 At Bedaduka Gp, Kasaragod District (Sbm - Deposit Work)
Tender Value
26.24 Lakhs
Estimated cost
Bid Submission
16 Nov 2026
1 days left
EMD
50000
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kasaragod → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction And Commissioning Of 2 Nos. Of Grey Water Management Project 2026-27 At Bedaduka Gp, Kasaragod District (Sbm - Deposit Work)
BOQ
| Sl. No. | Item Description |
| 1 | APPENDIX A:BEDADUKA TALUK HOSPITAL |
| 2 | GREY WATER MANAGEMENT (DEWATS) |
| 3 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 4 | 2.9.1Excavation work by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soils as directed,within a lead of 50 m.Ordinary rock |
| 5 | 4.1.5Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 6 | 5.2.2Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up tot floor five level excluding cost of centering,shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 7 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 8 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 9 | 100.98.233Supply of PVC Pipe, 10kg/cm2, 50mm Dia. |
| 10 | 100.1.2Excavating trenches of required width for pipes, cables, etc., including excavation forsockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but notexceeding 3m, including getting out the excavated soil, and then returning the soil asrequired, in layers not exceeding 20cm in depth, including consolidating eachdeposited layer by ramming, watering, etc., and disposing of surplus excavated soil asdirected, within a lead of 50m, in all kinds of soil. |
| 11 | 100.9.5Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 50 mm nominal outsidediameter pipes. |
| 12 | 100.98.222Supply of PVC Pipe, 8kg/cm2, 75mm Dia. |
| 13 | 100.9.7Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 75 mm nominal outsidediameter pipes. |
| 14 | 100.55.2Supplying of 12 to 20mm size pebble (pebbles shall be hard, clean, free from clay,dust and other impurities), stacking in standard heaps for measurement including cost,conveyance up to 5km and labour charges for stacking, spreading, testing and as perthe directions of the department officers etc complete and as per CPHEEOspecification |
| 15 | 100.55.3Supplying of 20 to 40 mm pebble (pebbles shall be hard, clean, free from clay, dustand other impurities), stacking in standard heaps for measurement including cost,conveyance up to 5 km and labour charges for stacking, spreading, testing and as perdirections of the department officers etc. complete and as per CPHEEO specification. |
| 16 | OD80521/2024-2025supply and spreading coal in the pgf |
| 17 | 13.4.112 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) |
| 18 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 19 | 13.62.1Painting with synthetic enamel paint of approved brand and manufacture of requiredcolour to give an even shade:Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture |
| 20 | 10.25.2Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer usingstructural steel etc. as required.In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works |
| 21 | OD80601/2024-2025supply and erecting ope well submersible pumpsett |
| 22 | 50.18.9.21.5Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement -75x75x75 mm dia Tee |
| 23 | OD80599/2024-2025supply and fixing cana plant for HPGF |
| 24 | OD80599/2024-2025water quality test (grey water) |
| 25 | OD80519/2024-2025supply and fixing heavy type man hole cover |
| 26 | OD80518/2024-2025Providing and fixing name board |
| 27 | SOAK PIT |
| 28 | 2.7.1Earth work in excavation by mechanical means (Hydraulic excavator )/ manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposedearth to be levelled and neatly dressed.Ordinary rock |
| 29 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 30 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 31 | 5.2.2Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up tot floor five level excluding cost of centering,shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 32 | 5.22.1Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelMild steel and Medium Tensilesteel bars |
| 33 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 34 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 35 | 16.3.2Supplying and stacking at site.63 mm to 45 mm size stone aggregate |
| 36 | 16.3.3Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate |
| 37 | APPENDIX B:GHSS KUNDAMKUZHY |
| 38 | 2.9.1Excavation work by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soils as directed,within a lead of 50 m.Ordinary rock |
| 39 | 2.7.3 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited) |
| 40 | 4.1.5Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 41 | 5.2.2Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up tot floor five level excluding cost of centering,shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 42 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 43 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 44 | 100.98.233Supply of PVC Pipe, 10kg/cm2, 50mm Dia. |
| 45 | 100.1.2Excavating trenches of required width for pipes, cables, etc., including excavation forsockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but notexceeding 3m, including getting out the excavated soil, and then returning the soil asrequired, in layers not exceeding 20cm in depth, including consolidating eachdeposited layer by ramming, watering, etc., and disposing of surplus excavated soil asdirected, within a lead of 50m, in all kinds of soil. |
| 46 | 100.9.5Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 50 mm nominal outsidediameter pipes. |
| 47 | 100.98.222Supply of PVC Pipe, 8kg/cm2, 75mm Dia. |
| 48 | 100.9.7Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 75 mm nominal outsidediameter pipes. |
| 49 | 100.55.2Supplying of 12 to 20mm size pebble (pebbles shall be hard, clean, free from clay,dust and other impurities), stacking in standard heaps for measurement including cost,conveyance up to 5km and labour charges for stacking, spreading, testing and as perthe directions of the department officers etc complete and as per CPHEEOspecification |
| 50 | 100.55.3Supplying of 20 to 40 mm pebble (pebbles shall be hard, clean, free from clay, dustand other impurities), stacking in standard heaps for measurement including cost,conveyance up to 5 km and labour charges for stacking, spreading, testing and as perdirections of the department officers etc. complete and as per CPHEEO specification. |
| 51 | OD80473/2024-2025supply and spreading coal in the pgf |
| 52 | 13.4.112 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) |
| 53 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 54 | 13.62.1Painting with synthetic enamel paint of approved brand and manufacture of requiredcolour to give an even shade:Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture |
| 55 | 10.25.2Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer usingstructural steel etc. as required.In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works |
| 56 | OD80476/2024-2025supply and erecting ope well submersible pumpsett |
| 57 | 50.18.9.21.5Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement -75x75x75 mm dia Tee |
| 58 | OD80477/2024-2025supply and fixing cana plant for HPGF |
| 59 | OD80472/2024-2025water quality test (grey water) |
| 60 | OD80475/2024-2025supply and fixing heavy type man hole cover |
| 61 | OD80474/2024-2025Providing and fixing name board |
| 62 | 5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 63 | 5.22.1 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars |
| 64 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 65 | 100.98.48 Supply of PVC Tap |
| 66 | 100.9.1 Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 20 mm nominal outside diameter pipes. |
| 67 | 100.9.2 Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 25 mm nominal outside diameter pipes. |
| 68 | 100.98.229 Supply of PVC Pipe, 10kg/cm2, 20mm Dia. |
| 69 | 100.98.230 Supply of PVC Pipe, 10kg/cm2, 25mm Dia |
| 70 | 11.46.1 Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 500x500 mm |
| 71 | SOAK PIT |
| 72 | 2.7.1Earth work in excavation by mechanical means (Hydraulic excavator )/ manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposedearth to be levelled and neatly dressed.Ordinary rock |
| 73 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 74 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 75 | 5.2.2Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up tot floor five level excluding cost of centering,shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 76 | 5.22.1Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelMild steel and Medium Tensilesteel bars |
| 77 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 78 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 79 | 16.3.2Supplying and stacking at site.63 mm to 45 mm size stone aggregate |
| 80 | 16.3.3Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayNov 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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