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| 1 | Retaining wall |
| 2 | 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. |
| 3 | 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 |
| 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 | OD18658/2025-2026: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. |
| 6 | OD35027/2025-2026:Common Approved OD - 1.2 : Dry rubblemasonry (without concrete levelling course)with goodqualityblasted rubble (withoutbondstone) ,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 |
| 7 | OD32686/2025-2026: Supplying and stacking well matured1/2split and straight 6m long coconut post for driving down through various strata bellow bed level including cost coveyance labour chargesetc complete. |
| 8 | OD32685/2025-2026:Common approved OD 3.5 : Driving down coconut pile half split to lines and levels through softt or medium clay soil strata including all hire charges and labour and all other appliance 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. |
| 9 | OD32684/2025-2026: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. |
| 10 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 11 | 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) |
| 12 | 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 |
| 13 | 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) |
| 14 | 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) |
| 15 | Bund Formation |
| 16 | OD51730/2025-2026:Bund formation: Earth work in rough excavation, banking excavated earth in layers notexceeding 20 cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden orsteel rammers, and dressing up in embankments for roads, flood banks, marginal banks andguide banks or filling up ground depressions all leads and lift including conveyance. All kinds ofsoil(2.2.1-2.4-2.5) |
| 17 | OD40844/2025-2026:Strengthening slopes/earthern 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. |
| 18 | Construction of Ramp |
| 19 | 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 |
| 20 | OD34075/2025-2026:Common Approved OD - 1.4: 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. |
| 21 | 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) |
| 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 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 24 | 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) |
| 25 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 26 | 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 |
| 27 | Pipe crossings |
| 28 | 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 |
| 29 | OD34130/2025-2026: Supplying and stacking well matured1/2split and straight 6m long coconut post for driving down through various strata bellow bed level including cost coveyance labour chargesetc complete. |
| 30 | OD34133/2025-2026:Common approved OD 3.5 : Driving down coconut pile half split to lines and levels through softt or medium clay soil strata including all hire charges and labour and all other appliance 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. |
| 31 | OD34129/2025-2026: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. |
| 32 | 19.35.2:Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes includingcollars/spigot 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 RCC pipes. |
| 33 | OD50607/2025-2026:Strengthening slopes/earthern 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. |
| 34 | Vachal Desilting |
| 35 | 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 Please Enable Macros to View BoQ information |
