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| 1 | Appendix.1 Protection work |
| 2 | 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 |
| 3 | OD29307/2024-2025: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. |
| 4 | OD29306/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble 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 |
| 5 | 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) |
| 6 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 7 | 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) |
| 8 | OD35476/2025-2026:Earth work in rough excavation in or under water banking excavated clay in layer not exceeding 20cm in depth, breaking clods and dressing up in embankment for roads, flood banks with all leads and lift in all kinds of soil (CPWD 2.2.1-2.4-2.5+2.24.1) under water excavation in stiff heavy kayal clay. All kinds of soil |
| 9 | Appendix.2 -Motor Thara - 1 No. |
| 10 | OD29317/2024-2025: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 weiling 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 Seperation memebrane of impermeable plastic sheet125 micron thick fixed properly using coconut post and weiling pieces using reeper 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, levell and conveyed with all leads andlifts including consolidating properly and maintaing the bund till the work is completed anddismantling the bund after completion of work etc. as per the directions of departmentalofficers at site.Bottom width 2.75m, Height 2.5m Side slope 1:1/4 Length of coconut pile 4.50mSpacing 0.75m No. of leyers 2 Length of full coconut pile required for 10m = ((10/0.75)+1)x2x4.5 = 126mLength of (1/4 split) coconut cross ties for 10m = 3x2.5 av. x 7 Nos. = 52.50 mLength of 1/4 split weiling pieces for 10m = 3x2x10 = 60mcost of full coconut post (Details vide 60.64.1), Coconut post required for 1m =126/10 = 12.6m (average length of coconut pile is 6 m and dia 25cm) Assuming cocunut post can be used 2 timesNo. of coconut pile required for 1m = 12.6/6 = 2.1 nos. Carriage of timber = 2.1x6x3.14x0.125x0.125 = 0.618cum Assume 3 rows wailing pieces in both sides and 3 cross ties, Total 52.60+60 - 112.50m Hence for 1.0m = 112.50/10 = 11.25m 6m long coconut tree equals 24m 1/4 split coconut piles , coconut post required = 11.25/24 = 0.469nos. Carriage required = 6x3.14x0.125x0.125 = 0.294cum Sawing area for 1m = 0.375x6x2x0.25 = 1.406sq.m Carpenter II class required = (4.3/10)x1.125 = 0.4838nosTotla no.of coconut pile for 10m length @ 0.75m c/c = 10/0.75+1 = 14 nos on both sides = 14x2 = 28 nos. for 1m length = 28/10 = 2.8 nos Pile driving down length = 2.0m totScreening the frame with polythene sheet nailed to wailing pieces and coconut post, Plythene sheet require =10.3x2x2.50 = 51.50sqm For 1m = 51.5/10 = 5.15sqmal length 2.0x2.8 = 5.6mQuantity of clay = (1.5+2.75)/2x2.50 = 5.31cum |
| 11 | OD29318/2024-2025:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine andpump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel,lubrication oil and other stores, pay of staff etc complete |
| 12 | 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 |
| 13 | OD29319/2024-2025:Supplying and stacking well matured straight 4.50m long coconut post having avg diameter on25cm for driving down through various strata below bed level including cost coveyancelabour charges etc complete. |
| 14 | OD29316/2024-2025: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 |
| 15 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge |
| 16 | OD29320/2024-2025: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. |
| 17 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 18 | 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) |
| 19 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 20 | 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) |
| 21 | 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 |
| 22 | 60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 23 | 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) |
| 24 | Appendix .3-MOTOR SHED |
| 25 | 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 |
| 26 | 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) |
| 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 | 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) |
| 29 | 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 |
| 30 | 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. |
| 31 | 12.1.3: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.0.63 mm thick with zinc coating not less than 275 gm/m2 |
| 32 | 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 |
| 33 | OD48356/2025-2026:PVC pipe 110 mm outer dia 6kgf/cm2 for incerting the G I pipe |
| 34 | OD48368/2025-2026:Laptop - High end type Processor: Intel Core i5 1135 G7 @ 4.20 Ghz, 4 Core, 8 MBCacheTDP-Down 12W Memory: 16 GB DDR4 RAM Expandable up to at least 32GB HardDisk: 256GB SSD Display: Antiglare Full HD LED Backlit Display Display Size:14&ampamprdquo Wireless connectivity: Integrated wireless b/g/n,IntegratedBluetooth Speaker: Integrated Stereo Speaker Keyboard: Keyboard with Touch PadCamera:Integrated HD Camera Audio: Integrated Expansion Port: 3 USB Port (at least twonumber ofUSB 3.0 and One number of Type C) ,10/100/1000 Ethernet Card, HDMI, 1Headphone/microphon e combo or Separate &ampampamp otherStandard featuresPower Supply : 230V, 50Hz AC Supply with rechargeable Battery Pack comprising ofLiPolymer battery/ Li- Ion Polymer battery Mouse: Optical Scroll mouse Carry case:BackpackWeight: Less than or equal to 1.7Kg (Weight without Charger) Warranty: 3 yearcomprehensiveonsite warranty including battery and charger Certification: ROHS Compliance&ampampamp BIS for Product Operating System: Windows 11 Please Enable Macros to View BoQ information |
