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| 1 | Appendix 1-Deepening of MainChal (Chemmannurthazham),Innerchal(Mathikkayal) Strengthening of Bund (Chemmannurthazham),Construction of Ramp(2No.s),Kida (1 No,) Culvert(1 No,) and Construction of RetainingWall,Pond and Shed (Vemba Padasekharam) |
| 2 | 2.6.1Earth 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 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 3 | 60.1.1RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width,1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at0.6m apart and filled in between with puddle clay to form bund for an average height2.00m including labour dismantling the bund after completion of the work etc.complete. |
| 4 | 60.2.3Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water withengine and pump set above 5HP and up to 10HP, including conveyance to site anderection,cost of fuel, lubrication oil and other stores, pay of staff etc complete |
| 5 | 51.2.3Filling with Quarry Muck <br> Filling up low lying and water logged areaswith local material/ quarry muck, spreading in layers, leveling the top at site andconsolidation by ramming, etc complete for improving the CBR value of subgrade |
| 6 | 60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonrywith good quality blasted rubble including packing to compactness to lines and levelscost and conveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site |
| 7 | 7.1.1Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarsesand) |
| 8 | 4.1.6Providing 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 (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 9 | 4.1.3Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarsesand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 10 | 4.3.1Centering and shuttering including strutting, propping etc. and removal of form workfor:Foundations, footings, bases for columns |
| 11 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 12 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 13 | 5.1.3Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 14 | 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 |
| 15 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 16 | OD181593/2025-2026Supplying and filling at site with contractor's own earth suitable for fillingbrought from outside, levelling at top at site and banking in layers not exceeding 20cm in depth, breaking clods, watering, ramming and dressing up in embarkments forbunds, roads, flood banks, marginal banks and guide banks or filling up grounddepressions and as per the direction of officers at site, etc. complete |
| 17 | 19.6.7Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collarsjointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 finesand) including testing of joints etc. complete:600 mm dia R.C.C. pipe |
| 18 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1.5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 19 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 20 | 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 |
| 21 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 22 | 50.9.3.1Providing and fixing paneled or paneled and glazed shutters for doors, windows andclerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butthinges bright finished of required size with necessary screws, excluding panelingwhich will be paid for separately, all complete as per direction 0f Engineer in- charge.using Anjili/ Jack wood |
| 23 | 50.10.1Steel 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 coatof approved steel primer, including welding and bolted with special shaped washersetc. complete |
| 24 | 50.12.3.1Providing asbestos corrugated sheets roofing up to any pitch and fixing with polymercoated J,or L hooks, bolts and nuts 8 mm dia. G.I plain and bitumen washers or withself drilling fastener and EPDM washers etc. complete (excluding the cost of purlins,rafters and trusses), including cutting sheets to size and shape wherever required. |
| 25 | 50.9.1.1Providing wood work in frames of doors, windows, clerestory windows and otherframes, wrought framed and fixed in position with hold fast lugs or with dashfasteners of required dia & length (hold fast lugs or dash fastener shall be paidfor separately), using good quality Anjili wood /jack wood |
| 26 | 5.18.1Providing precast cement concrete jali 1:2:4 ( 1 cement : 2 coarse sand : 4 gradedstone aggregate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wireincluding centering and shuttering, roughening cleaning, fixing and finishing incement mortar 1:3 (1 cement : 3 fine sand ) etc. complete excluding plastering of thejambs, sills and soffits.50 mm thick Please Enable Macros to View BoQ information |
