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| 1 | Construction ofleading channel |
| 2 | OD5679/2024-2025:Common Approved OD- 5.3: 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. |
| 3 | OD5680/2024-2025:Common Approved OD. Bailing out water with 5HP engine and pump set including conveyance to site and erection cost of fuel, lubrication oiland other stores, pay of staff etc complete |
| 4 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 5 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil |
| 6 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m |
| 7 | OD5681/2024-2025:Common Approved OD- 3.1: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. |
| 8 | OD5682/2024-2025:Common Approved OD- 3.2: Driving down coconut pile to lines and levels through soft to medium clay soil strata includingall hire charges and labour and all other appliances necessary for pile driving down afterpointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90mDetails for 90m length. |
| 9 | OD5683/2024-2025:Common Approved OD-1.4 : Dry stone packing under foundation with good quality blasted rubble including conveyance omaterial and labour charges etc. complete as per direction of departmental officers at site. |
| 10 | OD5684/2024-2025:Filling with Quarry MuckFilling up low lying and water logged areas with local material/ quarry muck, spreading inlayers, levelingthe top at site and consolidation by ramming, etc complete for improving the CBR value of |
| 11 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 12 | 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 : 8 graded stone aggregate 40 nominal size) |
| 13 | OD5685/2024-2025:Common Approved OD- 3.13: Cutting and removing the excess length of Wooden/ Coconut piles to lines and levels removing the cut end of piles and stacking within 150m |
| 14 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 15 | 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 |
| 16 | 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. |
| 17 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 18 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. |
| 19 | 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 |
| 20 | 60.3:Supplying and fixing structural steel channel ISMC 75X40mm for holding shutter planks including cutting ,hoisting fixing in position with material and labour charges etc complete |
| 21 | 60.8:Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete |
| 22 | 60.5:MS Rings - 100mm dia |
| 23 | 60.4:Locking Arrangements - Supplying and Fixing lock and locking arrangements with suitable chain hooks,and padlock of 65mm size. |
| 24 | 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. |
| 25 | Construction of Motor Shed |
| 26 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet |
| 27 | 15.17.2:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:Channels, angles, tees and flats |
| 28 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar |
| 29 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below |
| 30 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar |
| 31 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 32 | 15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved |
| 33 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 34 | OD5686/2024-2025:Common Approved OD- 3.1: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. |
| 35 | OD5687/2024-2025:Common Approved OD- 3.2: Driving down coconut pile to lines and levels through soft to medium clay soil strata includingall hire charges and labour and all other appliances necessary for pile driving down afterpointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90mDetails for 90m length. |
| 36 | OD32401/2024-2025:Common Approved OD-3.4 : Supplying and Stacking well matured 1/2 split and straight coconut post for driving down through various strata below bed level including cost,conveyance, labour charges etc complete |
| 37 | OD32400/2024-2025:Common Approved OD-3.5: Driving down coconut pile half split to lines and levels throughsoft to medium clay soil strataincluding all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90m Details for 90m length. |
| 38 | OD32399/2024-2025:Common Approved OD-3.7: (60.64.3). Coconut pile -Supplying 1/4 split well matured and straight coconut wailing pieces of required length and tied to the post with iron wires etc complete as per standard specification. |
| 39 | OD5689/2024-2025:Common Approved OD-1.4 : Dry stone packing under foundation with good quality blasted rubble including conveyance omaterial and labour charges etc. complete as per direction of departmental officers at site. |
| 40 | OD32402/2024-2025:Common Approved OD-1.2: Dry rubble masonry (without concrete levelling course) with good quality blasted rubble and 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 |
| 41 | 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 |
| 42 | OD5690/2024-2025:Common Approved OD- 3.13: Cutting and removing the excess length of Wooden/ Coconut piles to lines and levels removing the cut end of piles and stacking within 150m |
| 43 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 44 | 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 : 8 graded stone aggregate 40 nominal size) |
| 45 | 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) |
| 46 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 47 | 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 |
| 48 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 49 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 50 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 51 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). |
| 52 | 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 |
| 53 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete |
| 54 | 50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood |
| 55 | 50.9.6.1:Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood / jack wood 30 mm thick shutters |
| 56 | 9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc |
| 57 | 50.9.15.3:Providing and fixing iron hooks and eyes : 200mm. |
| 58 | 50.9.15.5:Providing and fixing iron hooks and eyes: 100 mm |
| 59 | 10.16.2:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes |
| 60 | OD5692/2024-2025:Providing and fixing precoated Aluminium strong profile sheets 0.45mm thick and1.80kg/m2(size, shape and pitch of corrugation as approved by Engineer in charge) 0.50mm(+/-0.05%) total coated thickness with zinc coating 120grams per sqm as per IS:277 in 240 Mpasteel grade ,5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18microns. Sheet should have protective guard film of 25 microns minimum to avoid scratchesduring transportation and should supplied in single length up to 12m or as disired by Engineer in Charge. The sheet shall be fixed using self drilling/self tapping screws of size(5.5x55mm)with EPDM seal complete up to any pitch in horizontal/vertical or curved surfacesexcludingthe cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 61 | 12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm) |
| 62 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 63 | 13.6.1:20 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) |
| 64 | 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 |
| 65 | 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 |
| 66 | 13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 67 | 13.48.2:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture |
| 68 | 10.3:Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts,locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer . |
| 69 | 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 : 6 graded stone aggregate 20 mm nominal size) |
| 70 | 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. |
| 71 | Bund Formation |
| 72 | OD5677/2024-2025:Bund formation: Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers,anddressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil(2.2.1-2.4-2.5) |
| 73 | OD5701/2024-2025:Bund Formation- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) for flood banks, marginal bunds etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming etc, including all leads and lifts |
| 74 | OD32264/2024-2025:Strengthening slopes/earthen bund using coir geo-textiles (740GSM) etc complete including conveyance and all other incidental charges as per the directions of the departmental officers at site |
| 75 | Retaining wall |
| 76 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 77 | OD5694/2024-2025:Common Approved OD-1.4 : Dry stone packing under foundation with good quality blasted rubble including conveyance omaterial and labour charges etc. complete as per direction of departmental officers at site. |
| 78 | OD5695/2024-2025:Common Approved OD-3.4 : Supplying and Stacking well matured 1/2 split and straight coconut post for driving down through various strata below bed level including cost, conveyance, labour charges etc complete |
| 79 | OD5696/2024-2025:Common Approved OD-3.5: Driving down coconut pile half split to lines and levels through soft to medium clay soil strataincluding all hire charges and labour and all other appliances necessary for pile driving downafter pointing the bottom end. Details for one post of 6m long 15 numbers per day6X15=90m Details for 90m length. |
| 80 | OD5697/2024-2025:Common Approved OD-3.7: (60.64.3). Coconut pile -Supplying 1/4 split well matured and straight coconut wailing pieces of required length and tied to the post with iron wires etc complete as per standardspecification. |
| 81 | OD5698/2024-2025:Common Approved OD-1.2: Dry rubble masonry (without concrete levelling course) with good quality blasted rubble and packing to compactness to lines and levels cost and conveyance ofall materials labour charges etc. complete as per direction of Departmental officers at site |
| 82 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 83 | 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 |
| 84 | 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 |
| 85 | 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) |
| 86 | 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 : 6 graded stone aggregate 20 mm nominal size) |
| 87 | Construction of Box Culvert |
| 88 | OD32267/2024-2025:Common Approved OD- 5.3: 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 weiling 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 Seperation memebrane of impermeable plastic sheet 125 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 and filling 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 and dismantling the bund after completion of work etc. as per the directions of departmentalofficers at site. |
| 89 | OD32266/2024-2025:Common Approved OD. 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 |
| 90 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 91 | OD32275/2024-2025:Common Approved OD- 3.1: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 coveyance labour charges etc complete |
| 92 | OD32274/2024-2025:Common Approved OD- 3.2: Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90m Details for 90m length. |
| 93 | OD32269/2024-2025:Common Approved OD-1.4 : Dry stone packing under foundation with good quality blastedrubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site |
| 94 | OD32268/2024-2025: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 |
| 95 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 96 | 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 : 8 graded stone aggregate 40 nominal size) |
| 97 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 98 | 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 |
| 99 | 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. |
| 100 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 101 | 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 |
| 102 | 60.7.4:DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site |
| 103 | 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. |
| 104 | 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) : 4 graded stone aggregate 20 mm nominal size) |
| 105 | 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. |
| 106 | 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 |
| 107 | 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 : 6 graded stone aggregate 20 mm nominal size) |
| 108 | OD32437/2024-2025:Common Approved OD-3.7: (60.64.3). Coconut pile -Supplying 1/4 split well matured and straight coconut wailing pieces of required length and tied to the post with iron wires etc complete as per standard specification. |
| 109 | OD32438/2024-2025:Common Approved OD-3.5: Driving down coconut pile half split to lines and levels throughsoft to medium clay soil strataincluding all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90m Details for 90m length. |
| 110 | OD32439/2024-2025:Common Approved OD-3.4 : Supplying and Stacking well matured 1/2 split and straight coconut post for driving down through various strata below bed level including cost,conveyance, labour charges etc complete |
| 111 | OD32440/2024-2025:Common Approved OD-1.2: Dry rubble masonry (without concrete levelling course) with good quality blasted rubble and 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 |
| 112 | 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) |
| 113 | Tractor Crossing |
| 114 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 115 | OD32355/2024-2025:Common Approved OD- 3.2: Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90m Details for 90m length. |
| 116 | OD32356/2024-2025:Common Approved OD- 3.1: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 coveyance labour charges etc complete |
| 117 | OD32358/2024-2025:Common Approved OD-1.4 : Dry stone packing under foundation with good quality blastedrubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site |
| 118 | 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 : 8 graded stone aggregate 40 nominal size) |
| 119 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 120 | 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 |
| 121 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 122 | 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) |
| 123 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 124 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 125 | 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 |
| 126 | 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) : 4 graded stone aggregate 20 mm nominal size) |
| 127 | 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. |
| 128 | 5.9.21:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. |
| 129 | Pipe Culvert |
| 130 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 131 | OD32364/2024-2025:Common Approved OD-1.4 : Dry stone packing under foundation with good quality blastedrubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site |
| 132 | 19.6.7:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:600 mm dia R.C.C. pipe |
| 133 | OD32363/2024-2025:Common Approved OD-1.2: Dry rubble masonry (without concrete levelling course) with good quality blasted rubble and 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 |
| 134 | 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) |
| 135 | 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 |
| 136 | 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) : 4 graded stone aggregate 20 mm nominal size) |
| 137 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
