Tender For State Plan-2025-26 Optimisation Of Production And Transmission --Augmentation To Bwss-Recosnstructing Of Back Wash Water Drainage, Damaged Portion Of Wtp Of Kappumala -Pipeline Work
Tender Value
30.89 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kozhikode → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for State Plan-2025-26 Optimisation Of Production And Transmission --Augmentation To Bwss-Recosnstructing Of Back Wash Water Drainage, Damaged Portion Of Wtp Of Kappumala -Pipeline Work
BOQ
| Sl. No. | Item Description |
| 1 | Appendix A: Renovation of existing 13mld WTP Kappumala - Civil works |
| 2 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 3 | OD274818/2025-2026:Dismantling 40 mm thick marble chips flooring including stacking material within 50 meters lead. For thickness of marble chips flooring above 25 mm and up to 40 mm |
| 4 | 11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 5 | 11.21.1.1:Providing and fixing 10 mm thick acid and /or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding, and joints filled with acid and /or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge.In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)Acid and alkali resistant tile |
| 6 | 11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete |
| 7 | 14.83:Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. |
| 8 | 13.3.1:20 mm cement plaster of mix:1:4 (1 cement : 4 fine sand) |
| 9 | 10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 10 | 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 using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 11 | 22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010 i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm. |
| 12 | 22.23.1:Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010 i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm |
| 13 | 14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand) |
| 14 | 13.9.2:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster |
| 15 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 16 | 13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm |
| 17 | 14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done . |
| 18 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 19 | 13.71:Lettering with black Japan pint of approved brand and manufacture |
| 20 | 2.6.1: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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 21 | 2.7.1: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.Ordinary rock |
| 22 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 23 | 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) |
| 24 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 25 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 26 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below |
| 27 | 15.14.1:Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead:Of sectional area 40 square centimetres and above |
| 28 | 21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 29 | 21.1.2.2:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 30 | 21.2.1:Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side |
| 31 | 21.3.2:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50 mm thickness (weight not less than 12.50 kg/sqm) |
| 32 | 21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) |
| 33 | OD274820/2025-2026:Supplying and fixing PVC Septic Tank - 15 to below 25 flush capacity including cost of materials, conveyance, labour charges for fixing and cost of materials etc complete. |
| 34 | 50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 |
| 35 | 50.18.9.22.2:Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia 45 degree Elbow |
| 36 | 19.33:Constructing soak pit 1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 37 | OD286423/2025-2026:Supply and erecting 1 Ton chain pulley block of 5meter lift including platform for lifting etc; complete as per the direction of the departmental officers incharge. |
| 38 | OD286424/2025-2026:Supply of Flash mixer arrangement with 3 HP motor and gear box, SS rod with anti corrosive SS paddles C channel all other parts starter |
| 39 | 6.47:Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry150mm/230mm/300 mm thick with Grade- I AAC blocks in super structureabove plinth level up to floor V level with RCC band at sill level and lintellevel with approved block laying polymer modified adhesive mortar allcomplete as per direction of Engineer-in-Charge. (The payment of RCC bandand reinforcement shall be made for seperately). |
| 40 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 41 | 12.48:Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) |
| 42 | 10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 43 | OD332668/2025-2026:Providing and fixing office name board using Aluminium Composite Panel (ACP) sheet of approved colour and thickness, fixed on a suitable MS frame, including cutting and pasting of computer-cut vinyl letters with lamination, providing necessary supports, bolts, nuts, screws, and painting the MS frame with synthetic enamel paint include the cost of main post . The board shall be properly fixed in position with all necessary fittings and fixtures, complete as directed by the Engineer-in-charge |
| 44 | Appendix B: Electrical and Mechanical Modifications for Improving the Operational Efficiency of the WTP Backwash Arrangement |
| 45 | OD274832/2025-2026:Dismantling all old cabling |
| 46 | OD274834/2025-2026:Supply of Cubical KSEB meter board consists of 3 no's of 250 A fuse base with 125 A HRC fuse links including fuse puller, provision for fixing CT type energy meter and CT chamber with sealing provision (Excluding of energy meter and CTs) |
| 47 | OD274822/2025-2026:Supply of Cubical incomer panel consists of 125 A 4Pole MCCB set as incomer with rotary operated handle spreader terminals, shunt trip facility with ELR and CBCT, 1 no of 100 A TPN SFU with 80 A HRC fuse links and 6 no of 63 A TPN SFU with suitable HRC fuse links as out goings, voltmeter with VSS, Ammeter with ASS, 3 no's of CT coil RYB indicator lamps etc |
| 48 | OD274823/2025-2026:Supply of Blower panel - Cubical Panel consists of 100 A 4 pole on load change over switch as incomer, and two 100 A TPN SFU as outgoing, and Two Number 25 HP automatic star Delta starter, 2 no Voltmeter with VSS, 2 No Ammeter with ASS including CT coils, RYB indicators-2 set, SPP- 2 nos, 7 Kvar heavy duty capacitors- 2nos etc |
| 49 | OD274825/2025-2026:Supply of OH motor panel- Cubical Panel consists of 63 A 4 pole on load change over switch with enclosure. |
| 50 | OD274835/2025-2026:Supply of Alum lime motor cubical panel consists of 63 A TPN SFU isolator as incomer, 32 A TPN SFU- 4 no, 1 HP DOL starter 4 nos, 1 Kvar standard duty capacitors 4 nos, voltmeter with VSS and RYB indicator in incomer side. |
| 51 | OD274828/2025-2026:Supply of flash mixer motor cubical panel consists of 32 A TPN SFU, voltmeter with VSS,. RYB indicators 3 HP DOL startor 1 no, 1 KVa capacitor. |
| 52 | OD274830/2025-2026:Supply and laying following types of PVC insulated copper wire 3 Run x 25 sqmm + 1 R x 10 sqmm through PVC conduct including suitable PVC Accessories with copper lug termination. |
| 53 | OD274837/2025-2026:Supply and laying following types of PVC insulated copper wire 3 Run x 10 sqmm + 1 run 6 sqmm through PVC conduct including suitable PVC Accessories, With Copper lug Termination. |
| 54 | OD274833/2025-2026:Supply and laying following types of PVC insulated copper wire 3 Run x 6 sqmm + 1 Run x 4 sqmm. |
| 55 | OD274829/2025-2026:Supply and laying following types of PVC insulated copper wire 3 Run x 4 sqmm + 1 Run x 2.5 sqmm through PVC conduct including suitable PVC Accessories etc; |
| 56 | OD274824/2025-2026:Supply and laying following types of PVC insulated copper wire 4 Run x 2.5 sqmm through PVC conduct including suitable PVC Accessories etc; |
| 57 | OD274827/2025-2026:Supply and laying following types of PVC insulated copper wire 3 Run x 10sqmm through PVC conduct including suitable PVC Accessories etc; |
| 58 | OD274836/2025-2026:Supply and laying following types of PVC insulated copper wire 3 Run x 2.5 sqmm through PVC conduct including suitable PVC Accessories etc; |
| 59 | OD274826/2025-2026:Supply and laying following types of PVC insulated copper wire 3 Run x 4sqmm through PVC conduct including suitable PVC Accessories etc; |
| 60 | OD274831/2025-2026:Providing and fixing 10 SWG mm dia copper wire on surface or in recess for loop earthing as required. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender