Tender For Construction And Commissioning Of Greywater Management Project At Kunjimangalam Gp, Kannur District ( Sbm - Deposit Work)
Tender Value
14.40 Lakhs
Estimated cost
Bid Submission
16 Nov 2026
1 days left
EMD
36012
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kannur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction And Commissioning Of Greywater Management Project At Kunjimangalam Gp, Kannur District ( Sbm - Deposit Work)
BOQ
| Sl. No. | Item Description |
| 1 | Grey water management project at GHSS Kunjimangalam -DEWATS |
| 2 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposedearth to be levelled and neatly dressed.All kinds of soil |
| 3 | 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 |
| 4 | 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 : 6 graded stone aggregate 20 mm nominal size) |
| 5 | 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) |
| 6 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 7 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 8 | 100.1.2Excavating trenches of required width for pipes, cables, etc., including excavation forsockets, and dressing of sides, ramming of bottoms, depth exceeding I .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 asdirec within a lead of 50m in all kinds of soil |
| 9 | 100.98.218Supply of PVC Pipe, 8kg/cm2, 32mm Dia. |
| 10 | 100.98.219Supply of PVC Pipe, 8kg/cm2, 40mm Dia. |
| 11 | 100.98.229Supply of PVC Pipe, 10kg/cm2, 20mm Dia. |
| 12 | 100.98.220Supply of PVC Pipe, 8kg/cm2, 50mm Dia. |
| 13 | 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. |
| 14 | 100.98.222Supply of PVC Pipe, 8kg/cm2, 75mm Dia. |
| 15 | 100.98.223Supply of PVC Pipe, 8kg/cm2, 90mm Dia. |
| 16 | 100.55.1Supplying of 2 to 6 mm and 6 to 12 mm size fine pebble (pebbles shall be hard, clean,free from clay, dust and other impurities), stacking in standard heaps for measurementincluding cost, conveyance up to 5 km and labour charges for stacking, spreading,testing and as per the directions of the department officers etc. complete as perCPHEEO specifications. |
| 17 | 100.9.1Laying 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): 20 mm nominal outsidediameter pipes. |
| 18 | 100.9.3Laying 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): 32 mm nominal outsidediameter pipes. |
| 19 | 100.9.4Laying 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): 40 mm nominal outsidediameter pipes. |
| 20 | 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. |
| 21 | 100.9.8Laying 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): 90 mm nominal outsidediameter pipes. |
| 22 | 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. |
| 23 | 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 CPHEEOspecification. |
| 24 | 50.6.2.1Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cmor nearest available size confirming to IS 2185 part I of 1979 for foundation andplinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 25 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 26 | 13.4.112 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) |
| 27 | 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 . |
| 28 | 11.21.2.1Providing and fixing 10 mm thick acid and /or alkali resistant tiles of approved makeand colour using acid and / or alkali resisting mortar bedding, and joints filled withacid and /or alkali resisting cement as per IS : 4457, complete as per the direction ofEngineer-in-Charge.In dado/ skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarsesand)Acid and alkali resistant tile |
| 29 | 10.25.2: Item 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 |
| 30 | 12.1.3Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed withpolymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I.limpet washers or with G.I. limpet washers filled with white lead, including a coat ofapproved steel primer and two coats of approved paint on overlapping of sheetscomplete ( up to any pitch in horizontal / vertical or curved surfaces), excluding thecost of purlins, rafters and trusses and including cutting to size and shape whereverrequired.0.63 mm thick with zinc coating not less than 275 gm/m2 |
| 31 | 100.60.23.4.2Providing 15mm PVC Tap in the water meter assembly for 20mm ( 3/4 inch ) waterconnection, using 25mm ( 3/4 inch ) Indian Standard Class 6 uPVC pipes, uPVCspecials and PP PN 16 Compression specials including cost of consumables, hirecharges for tools and labour charges etc. complete, but excluding cost of materialsand as per the direction of departmental officers. |
| 32 | 50.18.9.21.10Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement -75x63 mm dia Reducer |
| 33 | 50.18.9.21.4Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 75 mm dia Bend |
| 34 | 50.18.9.21.5 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x75x75 mm dia Teе |
| 35 | Suppy and installation of suitable HP (IS; 14220) Openwell submerssible 3phase electric driven motor pumpset working at 360 voltage with bronze/SS impeller and stainless steel shaft having required head and discharge as per site conditions with suitable ISI marked accessories such as starter(best quality ISI marked fully automatic electronic Star Delta ), main switch ,fuse, capacitor, ELCB, adequate length of best quality suitable size flat submerssible cable, reflux valve, sluice valve, pressure gauge, earthing materialsconforming to IS 3043/2000 as amended to date, ammeter, volt meter, selector switch, flickering lamps, dry running preventer cum no voltage wire, conveying and erecting the motor pumpset and panel board and giving all connections, earthing etc. as per KSEB/EI rules and regulations. Conveying and fixing suitable GI medium/column pipe pipe as suction and delivering pipes including connections with pumpset delivery to the pumping main of suitable size using suitable T/Y connections etc. Trial run should be given for 7 days. Any documentation required for proper electric connection shall be arranged by the contractor at their own cost etc. complete as per direction of site in charge of the work |
| 36 | Supply, installation and commissioning of 1 number of chlorine dosing system with all necessary accessories based on the site conditions and as diredted by the Engineer in charge. The chlorine solution shall be directly injected to the system at suitable point by using suitable chemical dosing pump (solenoid dosing metering pump) having adjustable discharge of 5 liters/hour at a delivery pressure of 10 kg/cm2 so as to maintain required residual chlorine in the treated water as per the norms including best quality tank (capacity not less than 50 liter) with top cover and all other accessories and wiring from existing panel board to the pump set by using power cables encased in PVC conduit and trial running etc. |
| 37 | Supply and erecting difuser for final collection tank |
| 38 | supply and fixing cana plant for HPGF |
| 39 | water quality test (grey water)- collection of water sample and testing the same in any government accredited laboratories and submitting the report including materials, conveyance etc. complete. |
| 40 | 18.48Providing and placing on terrace (at all floor levels) polyethylene water storage tank:ISI 12701 marked, with cover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes but without fittings and the basesupport for tank. |
| 41 | Supply and fixing 60cm X 60 cm CI manhole cover with frame for DEWATS |
| 42 | supply and laying sprinker irrigation system with in the premises of plant including all cost of materials , labour, conveyance and installation charges. |
| 43 | Supply and fixing name board |
| 44 | Soakpit |
| 45 | 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 |
| 46 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 47 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 48 | 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) |
| 49 | 5.22.1Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensilesteel bars |
| 50 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 51 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 52 | 16.3.2Supplying and stacking at site.63 mm to 45 mm size stone aggregate |
| 53 | 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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