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| 1 | APPENDIX I - Retaining wall for outer bund |
| 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 | 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. |
| 4 | 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 |
| 5 | OD11639/2025-2026:Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labourcharges etc. complete as per direction of departmental officers at site (Sl. No. 1.4 page 76- Details vide MINUTES OF MEETING HELD BY THE INTER DEPARTMENTAL COMMITTEE constituted vide G.O.(RT.) No. 6544/2021 FIN dated 06/10/2021 FOR STANDARDISATION OF OBSERVED DATA REGULARLY USED FOR PUBLIC WORKS ON 30/03/2023) |
| 6 | OD11638/2025-2026:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), 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 ( Sl. No. 1.2 page 74- Details vide MINUTES OF MEETING HELD BY THE INTER DEPARTMENTAL COMMITTEE constituted vide G.O.(RT.) No. 6544/2021 FIN dated 06/10/2021 FOR STANDARDISATION OF OBSERVED DATA REGULARLY USED FOR PUBLIC WORKS ON 30/03/2023) |
| 7 | 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) |
| 8 | 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) |
| 9 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 10 | Appendix II: Construction of Motorthara I |
| 11 | OD11633/2025-2026: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 wailing 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 Separation membrane of impermeable plastic sheet 125 micron thick fixed properly using coconut post and wailing pieces using reaper and nails in full height including tying properly using iron wire and coir altogether, supply and filling inside with hard clay/cut earth up to 2.50m, level and conveyed with all leads and lifts including consolidating properly and maintaining the bund till the work is completed and dismantling the bund after completion of work etc. as per the directions of departmental officers at site. ( Sl. No. 5.3 page 86- Details vide Order no. W7/194/11/K.P (a) dated 9.10.2022 of CE, Kuttanad Package and Inland Navigation) |
| 12 | OD11635/2025-2026:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump 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. |
| 13 | 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 |
| 14 | OD11630/2025-2026:Supplying and stacking well matured straight 6m long coconut post having avg diameter on 25cm for driving down through various strata below bed level including cost coveyance labour charges etc complete. |
| 15 | OD6339/2026-2027: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. |
| 16 | 2.27:Supplying and filling in plinth with sand under floors, including watering, ramming consolidating and dressing complete. |
| 17 | OD11631/2025-2026: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. |
| 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 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 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 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 22 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 23 | 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 |
| 24 | Appendix III : Construction of Motorshed |
| 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 | OD39341/2025-2026:Dry stone packing under foundation with good quality blasted rubble including conveyance ofmaterial and labourcharges etc. complete as per direction of departmental officers at site (Sl. No. 1.4 page 76-Details vide MINUTES OF MEETING HELD BY THE INTER DEPARTMENTALCOMMITTEE constituted vide G.O.(RT.) No. 6544/2021 FIN dated 06/10/2021 FORSTANDARDISATION OF OBSERVED DATA REGULARLY USED FOR PUBLIC WORKSON 30/03/2023) |
| 27 | 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) |
| 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 | 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. |
| 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 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 32 | 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 |
| 33 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 34 | 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 |
| 35 | 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 |
| 36 | OD12015/2025-2026:Filling with Quarry muckFilling up low lying and water logged area with local material /quarry muck, spreading in layers , levelling the top at site and consolidation by ramming , etc complete for improving the CBR value of subgrade. |
| 37 | Appendix IV: Clay bund |
| 38 | OD11629/2025-2026:Earthwork in rough excavation in or under water banking excavate clay in layers not exceeding 20cm in depth, breaking clods and dressing up in embankment for roads, flood banks, marginal banks and guide banks with all kinds of soil (CPWD 2.2.1- 2.4- 2.5 +2.24.1) under excavation in stiff heavy kayal clay. Certificate:- Certified that the observed data is prepared by taking the rates and labour charges as per current schedule of rate and has been prepared as per the actual observation at the site. all kinds of soil Please Enable Macros to View BoQ information |
