Tender For General-Perumanikkari Vadakke 900-Mitigation Of Flood In Perumanikkari Vadakke 900 Padasekharam In Ch Akulam Panchayat In Kuttanadu Taluk - Reach I-General Civil Work
Tender Value
80.49 Lakhs
Estimated cost
Bid Submission
13 Jul 2026
7 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
Alappuzha → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for General-Perumanikkari Vadakke 900-Mitigation Of Flood In Perumanikkari Vadakke 900 Padasekharam In Ch Akulam Panchayat In Kuttanadu Taluk - Reach I-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | PROTECTION WORKS |
| 2 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. |
| 3 | OD34415/2025-2026:Earthwork in excavation in or under water by mechanical means(Hydraulic excavator) /manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plain) including disposal of excavated earth, lead up to 50m and lift upto 1.5m,disposed earth to be leveled and neatly dressed. All kinds of soil. certificate:- Certified that the observed data is prepared by taking the rate and labour charges as per schedule of rates and has been prepared as per the actual observation at site |
| 4 | OD34416/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. |
| 5 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site |
| 6 | OD34414/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble ( without bond stone)including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site |
| 7 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 9 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | OD34413/2025-2026:Earthwork in rough excavation banking excavated earth in layers not exceeding 20 cm in depth,breaking clods and dressing up in embackment for roads ,flood banks,marginal banks and guid banks with all leads and lifts in allkinds of soil(based on DSR 2.2.1-2.4-2.5+(2.2.1-2.4-2.5)*20% )under excavation in stiff kayal clay. |
| 11 | OD34600/2025-2026:Purchasing and supplying a Desktop - High end type of following specification fromCENTRALIZED PROCUREMENT AND RATE CONTRACT SYSTEM (CPRCS)https://cprcs.kerala.gov.inProcessor: Intel Core i5 11400 @2.6 GHz/12400 @ 2.50GHz, 6 cores, 12 MB cache,TDP-65WChipset: compatible ChipsetMotherboard: OEM MotherboardMemory: 8 GB DDR4 RAM upgradable to 32 GB.Hard Disk Drive: 512 GB SSD.Graphics Adapter: High end Graphics adapter with 2.0GB memoryMonitor: 21.5 or larger TFT/LED Digital Colour Full HD Monitor. Same Make as PCKeyboard: USB interface. Keyboard. Same make as PC.Mouse: Optical with USB interface. Same make as PC.Ports: 6 USB Ports or more (at least 2 USB 3.0 ports and two ports in front panel (atleast 1should be USB 3.0 ).Networking facility: 10/100/1000 on board integrated Network Port & Wi-Fi 802.11 b/g/nconnectivityCertifications:a.EPEAT Registered/ROHS Compliance for Productb.ISO 14001 for OEMWarranty: 5 year comprehensive on-site warranty including Monitor, Mouse KeyboardOperating System: Windows 11 Home |
| 12 | OD41272/2025-2026:600 VA UPSInput-Input Voltage : 140-300 VACInput Frequency : 45-55Hz -Auto sensingOutput-Output Power : 360WNominal Output Voltage : 230 V±10% ACOutput Frequency(Battery mode) : 50Hz + /- 1HzWaveform : Sine waveTransfer time: Typical 2-8 ms, max. 10 msIndications-Alarms : On battery, overload, low battery, faultBackup mode : Beep every 1 minuteLow Battery : Beep every 1secOverload : Beep every 0.5 secFault : Continuous beepingBackup time-For 1PC & LCD/LED Monitor load : 15-20 minRecharge Time : 4-8 Hrs to 90 % after complete dischargeBattery Specification-DC Voltage: 12VBattery Capacity : 7 AHBattery Quantity: 1 No.Battery Type : Sealed Maintenance Free batteryProtection: Battery discharge, Over charge, Overload, SurgeEnvironment: 0-40(dc), 0-90% RH non condensingNoise Level : Less than 45dBCertifications:For UPS : BISFor OEM : ISO 9001 : 2008, 14001 : 2004Warranty : 3 Years Comprehensive Onsite including battery |
| 13 | MOTOR THARA |
| 14 | OD34419/2025-2026:Putting up ring bund of top width 1.50m, bottom width 2.75m. and average height of 2.50m with 1:1/4 side slope and protect the sides with coconut post of 4.50m long driving down 2.00m below bed level at 75cm c/c, providing 3 rows of wailing pieces 1/4 split coconut post on both sides and 1/4 split cross ties to alternate posts at top, bottom and middle portion and screening the sides of bund with Separation membrane of impermeable plastic sheet 125 micron thick fixed properly using coconut post and wailing pieces using reaper and nails in full height including tying properly using iron wire and coir altogether, supply and filling inside with hard clay/cut earth up to 2.50m, level and conveyed with all leads and lifts including consolidating properly and maintaining the bund till the work is completed and dismantling the bund after completion of work etc. as per the directions of departmental officers at site. ( Sl. No. 5.3 page 86- Details vide Order no. W7/194/11/K.P (a) dated 9.10.2022 of CE, Kuttanad Package and Inland Navigation) |
| 15 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete |
| 16 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. |
| 17 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site |
| 18 | 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 |
| 19 | OD34417/2025-2026:Supplying and stacking well matured straight 6m long coconut post having avg diameter on 25cm for driving down through various strata below bed level including cost coveyance labour charges etc complete. |
| 20 | OD34421/2025-2026:Coconut Pile - Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end where no accessibility to hydraulic excavator through land and water bodies having minimum width upto 10 Metre |
| 21 | 2.27:Supplying and filling in plinth with sand under floors, including watering, ramming consolidating and dressing complete. |
| 22 | OD34420/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. |
| 23 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 24 | 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) |
| 25 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 26 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 27 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 28 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 29 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 30 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 31 | 60.8:Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete |
| 32 | 13.59:Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively. |
| 33 | OD34418/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble ( without bond stone)including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site |
| 34 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 35 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 36 | OD34422/2025-2026:Filling with Quarry MuckFilling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc,complete for improving the CBR value of subgrade |
| 37 | OD38464/2025-2026:Earthwork in rough excavation in or under water banking excavated clay in layers notexceeding 20 cm in depth,breaking clods and dressing up in embankment for roads ,floodbanks,marginal banks and guide banks with all kinds of soil(CPWD 2.2.1-2.4-2.5+(2.2.1-2.4-2.5)*20%)underexcavation in stiff heavy kayal clay. Certificate :-Cetified that the observed data is prepared by taking the rates and labour charges as per current schedule of rate and has been prepared as per the actual observation at the site.all kinds of soil. |
| 38 | MOTOR SHED |
| 39 | 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 |
| 40 | OD37464/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good qualityblasted rubble including conveyance of material and labour charges etc. complete as perdirection of departmental officers at site. |
| 41 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 42 | 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) |
| 43 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 44 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 45 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 46 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 47 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete |
| 48 | 12.1.2:Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer 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 of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.80 mm thick with zinc coating less than 275 gm/m2 |
| 49 | 12.4.2:Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m2 |
| 50 | OD34423/2025-2026:Filling with Quarry MuckFilling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc,complete for improving the CBR value of subgrade |
| 51 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 52 | 11.5:62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufactures specification. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 53 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 54 | 10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 55 | 13.50.3:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works |
| 56 | 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 |
| 57 | 13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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