Tender For General- Illimury Thekkethollayiram Padasekharam-Construction Of Motorthara And Motorshed And Protecting The Pettimukham Portion And Vachal Of Illimury Thekkethollayiram Padasekharam In Ramankary Panchayath In Kuttanad La Constituency.-Gen
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Project Description
Tender for General- Illimury Thekkethollayiram Padasekharam-Construction Of Motorthara And Motorshed And Protecting The Pettimukham Portion And Vachal Of Illimury Thekkethollayiram Padasekharam In Ramankary Panchayath In Kuttanad La Constituency.-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Appendix A - CONSTRUCTION OF MOTORTHARA |
| 2 | OD18919/2024-2025:Putting up ring bund of top width 1.50m, bottom width 2.75m.and average height of 2.50mwith 1:1/4 side slope and protect the sides with coconut post of 4.50m long driving down2.00m below bed level at 75cm c/c, providing 3 rows of wailing pieces 1/4 split coconut poston both sides and 1/4 split cross ties to alternate posts at top, bottom and middle portionand screening the sides of bund with Separation membrane of impermeable plastic sheet125 micron thick fixed properly using coconut post and wailing pieces using reaper and nailsin full height including tying properly using iron wire and coir altogether and supply andfilling inside with hard clay/cut earth up to 2.50m, level and conveyed with all leads andlifts including consolidating properly and maintaining the bund till the work is completed anddismantling the bund after completion of work etc. as per the directions of departmentalofficers at site. |
| 3 | 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 |
| 4 | OD18921/2024-2025: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 |
| 5 | OD18922/2024-2025:Supplying and stacking well matured straight 6m long coconut post having avg diameter on25cm for driving down through various strata below bed level including cost coveyancelabour charges etc complete. |
| 6 | OD18923/2024-2025:Coconut Pile - Driving down coconut pile to lines and levels through various strata includingall hire charges and labour for fixing , staging platform and all other appliances necessary forpile driving down after pointing the bottom end where no accesibility to hydraulic excavatorthrough land and water bodies having minimum width greater than 10 Metre for Kuttanadarea. |
| 7 | 2.27:Supplying and filling in plinth with sand under floors, including watering, ramming consolidating and dressing complete. |
| 8 | OD18924/2024-2025: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. |
| 9 | 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) |
| 10 | 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) |
| 11 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 12 | 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. |
| 13 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 14 | 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 |
| 15 | 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. |
| 16 | 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 |
| 17 | OD18925/2024-2025: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 |
| 18 | 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) |
| 19 | 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) |
| 20 | OD18926/2024-2025:Filling with Quarry Muck - Filling up low lying and water logged areas with quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc, complete for improving the CBR value of subgrade. |
| 21 | OD32661/2025-2026: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,margina1 banks and guid banks with all leads and lifts in allkinds of soil(based on DSR 2.2.1-2.4-2.5+20% )under excavation in stiff kayal clay. |
| 22 | OD38430/2025-2026:Desktop High End Windows 11 Home (Intel Processor) Processor: Intel Core i5 11400 @2.6GHz/12400 @ 2.50GHz, 6 cores, 12 MB cache, TOP-65W; Chipset: compatible Chipset;Motherboard: OEM Motherboard Memory: 8 GB DDR4 RAM upgradable to 32 GB; Hard DiskDrive: 512 GB SSD; Graphics Adapter High end Graphics adapter with 2.0GB memory;Monitor: 21.5 ° or larger TFT/LED Digital Colour Full HD monitor. Same Make asPC;Keyboard: USB interface. Keyboard. Same make as PC.; Mouse: Optical with USBinterface. Same make as PC., Ports: 6 USB Ports or more (at least 2 USB 3.0 ports and twoportsin front panel (atleast 1 should be USB 3.0); Networking facility: 10/100/1000 on boardintegrated Network Port, & Wi-Fi802.11 b/gin conneaivityCertifications a. EPEAT Registered/ROHS Compliance for Products. ISO 14001 for OEMWarranty: 5-year comprehensive on-site warranty including Monitor, Mouse & KeyboardOperating System: Windows 11 Home |
| 23 | OD38431/2025-2026:Supply and delivery of professional grade Automatic levelling instrument of model name Autolevel SOKKIA/B30/B40 with accessories such as heavy duty Aluminium Tripod with quick-clamp legs , 5meter Telescopic Aluminium Levelling staff with carrying bag etc for the accurate execution and level marking of Improvement works to Kottalappadam Padasekharam in Pattanakkad Panchayath in Cherthala LAC. |
| 24 | OD38992/2025-2026:600 VA UPSInputInput Voltage : 140-300 VACInput Frequency : 45-55Hz -Auto sensingOutputOutput Power : 360WNominal Output Voltage : 230 V±10% ACOutput Frequency(Battery mode) : 50Hz + /- 1HzWaveform : Sine waveTransfer time: Typical 2-8 ms, max. 10 msIndicationsAlarms : On battery, overload, low battery, faultBackup mode : Beep every 1 minuteLow Battery : Beep every 1secOverload : Beep every 0.5 secFault : Continuous beepingBackup timeFor 1PC & LCD/LED Monitor load : 15-20 minRecharge Time : 4-8 Hrs to 90 % after complete dischargeBattery SpecificationDC 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 : 2004 |
| 25 | Appendix- B CONSTRUCTION OF MOTORSHED |
| 26 | OD559/2026-2027:Filling with Quarry MuckFilling up low lying and water logged areas with quarry muck, spreading in layers, leveling thetop at site and consolidation by ramming, etc,complete for improving the CBR value ofsubgrade |
| 27 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 28 | 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) |
| 29 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 30 | 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) |
| 31 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 32 | 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 |
| 33 | 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 |
| 34 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 35 | 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. |
| 36 | 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 |
| 37 | 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 |
| 38 | 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 |
| 39 | 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 |
| 40 | 13.53.1:Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to given an even shade:New work (two or more coats) including coat of approved steel primer but excluding a coat of mordant solution. |
| 41 | 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 |
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