Indian Oil Corporation Limited-IOCL has published Civil And Structural Works For Providing Approach Path To Tank Farms From Peripheral Roads And To Provide Jump Over At Tank Farms In Bongaigaon Refinery, Iocl. Submission Date for this Tender is 21-03-2022. Road Work Tenders in dhaligaon Assam. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Civil Jobs for approach path, Full GST |
| 2 | 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: |
| 3 | In cement mortar. |
| 4 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge: |
| 6 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). |
| 7 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 8 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 9 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed : All kinds of soil. |
| 10 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed :All kinds of soil. |
| 11 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in 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, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil. |
| 12 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered): |
| 13 | Depth not exceeding 1.5 m. |
| 14 | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered) : |
| 15 | Depth not exceeding 1.5 m. |
| 16 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 17 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. |
| 18 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m: All kinds of soil. |
| 19 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 20 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material: |
| 21 | Beyond 30 cm girth up to and including 60 cm girth. |
| 22 | Beyond 60 cm girth up to and including 120 cm girth. |
| 23 | Beyond 120 cm girth up to and including 240 cm girth. |
| 24 | 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 loads including all lifts involved. |
| 25 | Supply of tractor with trailer on hire charges for 08 hours per day including rendering the services of 4 labourers, driver, fuel and other consumables, tools, tackles etc. for transportation of rubbish/ waste materials completeas per directions of Engineer-in-Charge.(8 hoursworking period of one tractor is considered as onetractor day). Unit "EACH" (EA) stands for One tractor day. |
| 26 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - Cement shall be free issue material. All work up to plinth level : |
| 27 | 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). |
| 28 | 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 : (Cement shall be free issue material). |
| 29 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 30 | 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 to floor five level excluding cost of centering, shuttering, finishing and reinforcement : |
| 31 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 32 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level: |
| 33 | Thermo-Mechanically Treated bars. |
| 34 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 35 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 36 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 37 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 38 | Brick work withcommon burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (cement shall be free issue material). |
| 39 | Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 40 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : (cement shall be free issue material). |
| 41 | Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 42 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in: (cement shall be free issue material). |
| 43 | Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 44 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level: (cement shall be free issue material). |
| 45 | Cement mortar 1:4 (1 cement :4 coarse sand). |
| 46 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar including filling the joints with same mortarwith common burnt clay F.P.S. (non modular) bricks: (Cement shall be free issue material): |
| 47 | 1:4 (1 cement : 4 coarse sand). |
| 48 | 12 mm cement plaster of mix : (cement shall be free issue material). |
| 49 | 1:4 (1 cement: 4 fine sand). |
| 50 | 15 mm cement plaster on the rough side of single or half brick wall of mix(Cement shall be free issue material): |
| 51 | 1:6 (1 cement: 6 fine sand). |
| 52 | Neat cement punning. Cement shall be free issue material. |
| 53 | Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. meters and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead (Cement shall be free issue material): |
| 54 | With cement mortar 1:4 (1 cement : 4 fine sand). |
| 55 | 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. |
| 56 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 57 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required: |
| 58 | In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. |
| 59 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 60 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer: |
| 61 | M.S. tube. |
| 62 | Steel work in built up 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: |
| 63 | Hot finished welded type tubes. |
| 64 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 65 | Providing and fixing bolts including nuts and washers complete. |
| 66 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface - Water thinnable cement primer. |
| 67 | Finishing walls with water proofing cement paint of required shade-New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 68 | Finishing walls with water proofing cement paint of required shade : |
| 69 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. |
| 70 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade- New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 71 | Applying priming coat : |
| 72 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works. |
| 73 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade-Two or more coats on new work. |
| 74 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 75 | BUNDING WITH SAND FILLED BAGS: Bunding with sand filled empty cement bags (50Kg capacity) for maintaining and diverting the flow of water, for arresting breaches or making bunds, protection walls etc.whereverrequired as per the direction of Engineer-in-Charge including filling sand and stitching the bags, carting tothe site of work to any distance, keeping in position as directed, plugging holes, pading etc with all labour, materials, tools, plants etc. allcomplete. (Minimum 80% volume of bag to be filled with sand). Sand and empty cement bags to be supplied by the contractor. |
| 76 | Chipping of unsound/ weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-in-charge: |
| 77 | 50 mm average thickness. |
| 78 | 25 mm average thickness. |
| 79 | DISMANTLING OF STRUCTURALS LIKE PIPE SUPPORT / STAIRWAY / DAVITS ETC. Removal of existing platforms / pipe supports / davits / stairways etc. along with adjacent fittings / members by cutting / debolting or by any other means without damaging the remaining unit and lowering down to the ground, retrieving of all the usable materials and transportation to the storage point as directed by the Engineer-in-Charge and complete in all respect with all labour, tools, tackles, heavy equipment, consumables and supervision etc. as per the direction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. |
| 80 | DISMANTLING OF STRUCTURALS LIKE PIPE SUPPORT / STAIRWAY / DAVITS ETC. |
| 81 | Civil Jobs for approach path, Prop. GST |
| 82 | 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: |
| 83 | In cement mortar. |
| 84 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 85 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge: |
| 86 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). |
| 87 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 88 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 89 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed : All kinds of soil. |
| 90 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed :All kinds of soil. |
| 91 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in 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, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil. |
| 92 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered): |
| 93 | Depth not exceeding 1.5 m. |
| 94 | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered) : |
| 95 | Depth not exceeding 1.5 m. |
| 96 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 97 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. |
| 98 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m: All kinds of soil. |
| 99 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 100 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material: |
| 101 | Beyond 30 cm girth up to and including 60 cm girth. |
| 102 | Beyond 60 cm girth up to and including 120 cm girth. |
| 103 | Beyond 120 cm girth up to and including 240 cm girth. |
| 104 | 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 loads including all lifts involved. |
| 105 | Supply of tractor with trailer on hire charges for 08 hours per day including rendering the services of 4 labourers, driver, fuel and other consumables, tools, tackles etc. for transportation of rubbish/ waste materials completeas per directions of Engineer-in-Charge.(8 hoursworking period of one tractor is considered as onetractor day). Unit "EACH" (EA) stands for One tractor day. |
| 106 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - Cement shall be free issue material. All work up to plinth level : |
| 107 | 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). |
| 108 | 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 : (Cement shall be free issue material). |
| 109 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 110 | 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 to floor five level excluding cost of centering, shuttering, finishing and reinforcement : |
| 111 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 112 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level: |
| 113 | Thermo-Mechanically Treated bars. |
| 114 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 115 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 116 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 117 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 118 | Brick work withcommon burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (cement shall be free issue material). |
| 119 | Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 120 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : (cement shall be free issue material). |
| 121 | Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 122 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in: (cement shall be free issue material). |
| 123 | Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 124 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level: (cement shall be free issue material). |
| 125 | Cement mortar 1:4 (1 cement :4 coarse sand). |
| 126 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar including filling the joints with same mortarwith common burnt clay F.P.S. (non modular) bricks: (Cement shall be free issue material): |
| 127 | 1:4 (1 cement : 4 coarse sand). |
| 128 | 12 mm cement plaster of mix : (cement shall be free issue material). |
| 129 | 1:4 (1 cement: 4 fine sand). |
| 130 | 15 mm cement plaster on the rough side of single or half brick wall of mix(Cement shall be free issue material): |
| 131 | 1:6 (1 cement: 6 fine sand). |
| 132 | Neat cement punning. Cement shall be free issue material. |
| 133 | Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. meters and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead (Cement shall be free issue material): |
| 134 | With cement mortar 1:4 (1 cement : 4 fine sand). |
| 135 | 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. |
| 136 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 137 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required: |
| 138 | In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. |
| 139 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 140 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer: |
| 141 | M.S. tube. |
| 142 | Steel work in built up 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: |
| 143 | Hot finished welded type tubes. |
| 144 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 145 | Providing and fixing bolts including nuts and washers complete. |
| 146 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface - Water thinnable cement primer. |
| 147 | Finishing walls with water proofing cement paint of required shade-New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 148 | Finishing walls with water proofing cement paint of required shade : |
| 149 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. |
| 150 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade- New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 151 | Applying priming coat : |
| 152 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works. |
| 153 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade-Two or more coats on new work. |
| 154 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 155 | BUNDING WITH SAND FILLED BAGS: Bunding with sand filled empty cement bags (50Kg capacity) for maintaining and diverting the flow of water, for arresting breaches or making bunds, protection walls etc.whereverrequired as per the direction of Engineer-in-Charge including filling sand and stitching the bags, carting tothe site of work to any distance, keeping in position as directed, plugging holes, pading etc with all labour, materials, tools, plants etc. allcomplete. (Minimum 80% volume of bag to be filled with sand). Sand and empty cement bags to be supplied by the contractor. |
| 156 | Chipping of unsound/ weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-in-charge: |
| 157 | 50 mm average thickness. |
| 158 | 25 mm average thickness. |
| 159 | DISMANTLING OF STRUCTURALS LIKE PIPE SUPPORT / STAIRWAY / DAVITS ETC. Removal of existing platforms / pipe supports / davits / stairways etc. along with adjacent fittings / members by cutting / debolting or by any other means without damaging the remaining unit and lowering down to the ground, retrieving of all the usable materials and transportation to the storage point as directed by the Engineer-in-Charge and complete in all respect with all labour, tools, tackles, heavy equipment, consumables and supervision etc. as per the direction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. |
| 160 | DISMANTLING OF STRUCTURALS LIKE PIPE SUPPORT / STAIRWAY / DAVITS ETC. |
| 161 | Civil Jobs for approach path, Non-GST |
| 162 | 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: |
| 163 | In cement mortar. |
| 164 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 165 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge: |
| 166 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). |
| 167 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 168 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 169 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed : All kinds of soil. |
| 170 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed :All kinds of soil. |
| 171 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in 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, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil. |
| 172 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered): |
| 173 | Depth not exceeding 1.5 m. |
| 174 | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered) : |
| 175 | Depth not exceeding 1.5 m. |
| 176 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 177 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. |
| 178 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m: All kinds of soil. |
| 179 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 180 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material: |
| 181 | Beyond 30 cm girth up to and including 60 cm girth. |
| 182 | Beyond 60 cm girth up to and including 120 cm girth. |
| 183 | Beyond 120 cm girth up to and including 240 cm girth. |
| 184 | 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 loads including all lifts involved. |
| 185 | Supply of tractor with trailer on hire charges for 08 hours per day including rendering the services of 4 labourers, driver, fuel and other consumables, tools, tackles etc. for transportation of rubbish/ waste materials completeas per directions of Engineer-in-Charge.(8 hoursworking period of one tractor is considered as onetractor day). Unit "EACH" (EA) stands for One tractor day. |
| 186 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - Cement shall be free issue material. All work up to plinth level : |
| 187 | 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). |
| 188 | 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 : (Cement shall be free issue material). |
| 189 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 190 | 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 to floor five level excluding cost of centering, shuttering, finishing and reinforcement : |
| 191 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 192 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level: |
| 193 | Thermo-Mechanically Treated bars. |
| 194 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 195 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 196 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 197 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 198 | Brick work withcommon burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (cement shall be free issue material). |
| 199 | Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 200 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : (cement shall be free issue material). |
| 201 | Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 202 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in: (cement shall be free issue material). |
| 203 | Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 204 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level: (cement shall be free issue material). |
| 205 | Cement mortar 1:4 (1 cement :4 coarse sand). |
| 206 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar including filling the joints with same mortarwith common burnt clay F.P.S. (non modular) bricks: (Cement shall be free issue material): |
| 207 | 1:4 (1 cement : 4 coarse sand). |
| 208 | 12 mm cement plaster of mix : (cement shall be free issue material). |
| 209 | 1:4 (1 cement: 4 fine sand). |
| 210 | 15 mm cement plaster on the rough side of single or half brick wall of mix(Cement shall be free issue material): |
| 211 | 1:6 (1 cement: 6 fine sand). |
| 212 | Neat cement punning. Cement shall be free issue material. |
| 213 | Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. meters and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead (Cement shall be free issue material): |
| 214 | With cement mortar 1:4 (1 cement : 4 fine sand). |
| 215 | 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. |
| 216 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 217 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required: |
| 218 | In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. |
| 219 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 220 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer: |
| 221 | M.S. tube. |
| 222 | Steel work in built up 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: |
| 223 | Hot finished welded type tubes. |
| 224 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 225 | Providing and fixing bolts including nuts and washers complete. |
| 226 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface - Water thinnable cement primer. |
| 227 | Finishing walls with water proofing cement paint of required shade-New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 228 | Finishing walls with water proofing cement paint of required shade : |
| 229 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. |
| 230 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade- New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 231 | Applying priming coat : |
| 232 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works. |
| 233 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade-Two or more coats on new work. |
| 234 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 235 | BUNDING WITH SAND FILLED BAGS: Bunding with sand filled empty cement bags (50Kg capacity) for maintaining and diverting the flow of water, for arresting breaches or making bunds, protection walls etc.whereverrequired as per the direction of Engineer-in-Charge including filling sand and stitching the bags, carting tothe site of work to any distance, keeping in position as directed, plugging holes, pading etc with all labour, materials, tools, plants etc. allcomplete. (Minimum 80% volume of bag to be filled with sand). Sand and empty cement bags to be supplied by the contractor. |
| 236 | Chipping of unsound/ weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-in-charge: |
| 237 | 50 mm average thickness. |
| 238 | 25 mm average thickness. |
| 239 | DISMANTLING OF STRUCTURALS LIKE PIPE SUPPORT / STAIRWAY / DAVITS ETC. Removal of existing platforms / pipe supports / davits / stairways etc. along with adjacent fittings / members by cutting / debolting or by any other means without damaging the remaining unit and lowering down to the ground, retrieving of all the usable materials and transportation to the storage point as directed by the Engineer-in-Charge and complete in all respect with all labour, tools, tackles, heavy equipment, consumables and supervision etc. as per the direction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. |
| 240 | DISMANTLING OF STRUCTURALS LIKE PIPE SUPPORT / STAIRWAY / DAVITS ETC. |
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