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| 1 | Appendix A-Construction of Retaining wall near United foods.-13 m |
| 2 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 | 2.7.1Earth work in excavation by mechanical means (Hydraulic excavator )/ manual meansover 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, disposedearth to be levelled and neatly dressed.Ordinary rock |
| 4 | 2.26.1Extra for every additional lift 1.5 m or part there of in excavation / banking excavatedor stacked materials.All kinds of soil |
| 5 | 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) |
| 6 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 7 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 8 | 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 |
| 9 | 5.33.1.1Providing and laying in position ready mixed or site batched design mix cementconcrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. Note: Extra cement up to 10% of the minimum specified cement content indesign mix shall be payable separately. In case the cement content in design mix ismore than 110% of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M25 grade with minimum cement content of330 kg /cum |
| 10 | 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein |
| 11 | OD3261/2025-2026 Supplying and filling coarse aggregate of 20 mm size, compacting in layers, including all lead and lift, charges for laying all complete as per the direction of engineer in charge. |
| 12 | OD36606/2026-2027 Providing and fixing perforated PVC pipes for draining water, including jointing of pipes with one step pvc solvent cement, 150 mm dia 6 Kgf/cm2 |
| 13 | 60.6 PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. |
| 14 | 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 |
| 15 | 50.2.26.1Filling with contractor own earth (excluding rock) in open areas in layers notexceeding 20 cm in depth, consolidating each deposited layer by ramming andwatering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge |
| 16 | Appendix B-Construction of Retaining wall near United foods.-17 m |
| 17 | 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 |
| 18 | 2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavatedor stacked materials.All kinds of soil |
| 19 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding the costof centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarsesand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 20 | 6.1.2 Brick work with common burnt clay F.P.S (non modular) bricks of class designation7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 21 | 5.22.6 Steel 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 |
| 22 | 5.33.1.1 Providing and laying in position ready mixed or site batched design mix cementconcrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. Note: Extra cement up to 10% of the minimum specified cement content indesign mix shall be payable separately. In case the cement content in design mix ismore than 110% of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M25 grade with minimum cement content of330 kg /cum |
| 23 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations,footings, bases of columns, etc for mass concrete |
| 24 | 5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 25 | 60.6 PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes workingpressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc.complete. |
| 26 | OD36613/2026-2027 Providing and fixing perforated PVC pipes for draining water, including jointing ofpipes with one step pvc solvent cement, 150 mm dia 6 Kgf/cm2 |
| 27 | OD309603/2025-2026 Supplying and filling coarse aggregate of 20 mm size, compacting in layers, including all lead and lift, charges for laying all complete as per the direction of engineer incharge. |
| 28 | 2.25 Filling 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. |
| 29 | 50.2.25.1 Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides offoundations 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 as per direction ofsite Engineer-in-charge |
| 30 | OD36564/2026-2027 Rough stone dry packing with good quality blasted rubble including packing tocompactness to lines levels, cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site |
| 31 | Appendix C- Construction of retaining wall near Wayanad Wood Industry |
| 32 | 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 |
| 33 | 2.7.1Earth work in excavation by mechanical means (Hydraulic excavator )/ manual meansover 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, disposedearth to be levelled and neatly dressed.Ordinary rock |
| 34 | 60.7.1 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 |
| 35 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 36 | 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) |
| 37 | 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 |
| 38 | 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. |
| 39 | Appendix D-Construction of Flagpole at Main entrance of Park |
| 40 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 41 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 42 | 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) |
| 43 | 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 |
| 44 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 45 | 10.1Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approvedsteel primer all complete |
| 46 | 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 47 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 48 | 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturer's specifications including appropriate priming coat, preparationof surface, etc. complete.On steel work |
| 49 | Appendix E- Maintanance of internal road |
| 50 | 16.77 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means). |
| 51 | 16.79Providing , laying spreading and compacting graded stone aggregate ( size range 53mm to 0.075 mm) to wet mix macadam (WMM) specification including premixingthe material with water at OMC in mechanical mix plant, carriage of mixed materialby tipper to site, for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub - base / base course on well prepared surface and compacting withvibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete asper specifications and directions of Engineer - in- Charge. |
| 52 | 16.36.2Providing and laying Bitumen Penetration Macadam with hard stone aggregate ofquality, size and grading as specified, with bitumen of suitable penetration grade,including required key aggregate as specified, spreading coarse aggregate with thehelp of self propelled/ tipper tail mounted aggregate spreader and applying bitumenby a pressure distributor and then spreading key aggregate with the help of aggregatespreader complete, including consolidation with road roller of minimum 8 to 10 tonnecapacity to achieve specified values of compaction and surface accuracy:For 75 mmcompacted thickness in two layers using stone aggregate of size 6341 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm. Please Enable Macros to View BoQ information |