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| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth asdirected: All kinds of soil :1 meter from cutting edge |
| 2 | Laying and Fitting of new pipeline of Galvanized Iron pipe including labour for jointing of G.I specials of IS specifications inclusing Tees, elbows, bends, additional socket, union, reducer socket etc. testing disinfection and commissioning complete as per the directions of the Engineer Incharge. |
| 3 | 80 mm (Medium) |
| 4 | 65 mm (Medium) |
| 5 | 65 mm (Light) |
| 6 | 50 mm |
| 7 | 40 mm |
| 8 | 32 mm |
| 9 | 25 mm |
| 10 | 20 mm |
| 11 | 15 mm |
| 12 | Welding of joints by electric arc welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangement for electric supply/arrangement for Generator etccomplete |
| 13 | Making interconnection of Gi pipe with GI Distribution Main 25mm to 40mm dia. |
| 14 | Making interconnection of Gi pipe with GI Distribution Main 50mm to 80mm dia. |
| 15 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth |
| 16 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded aggregate nominal size) |
| 17 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 gradedaggregatenominal size) |
| 18 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 gradedaggregatenominal size) |
| 19 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All works upto plinth level Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. |
| 20 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All works above plinth level upto floor V levelNote: - Cement in this item is @ 330 kg/ cum. Excess or less cement used asper design mix is content considered payable or recoverable separately. |
| 21 | Cement concrete flooring of 50mm thickness in 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500 or more. |
| 23 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 24 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 25 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted withfine sand including finishing the top smooth and curing complete |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form work for foundations, footings, bases for columns etc.Note: Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor. |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form work for Suspended floors, roofs, landings, balconies and access platforms |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form work for Edges of slabs and breaks in floors and walls under 20 cm wide |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form work for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. Note: Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor. |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form work for vaults , domes etc. |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form work for Lintel, beams, plinth beams, girders, bressumers and cantilevers. etc. Note: Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor. |
| 32 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 33 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 34 | Extra for plastering on circular work not exceeding 6m in radius: In one coat |
| 35 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 36 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 37 | Applying priming coat:With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 38 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 39 | Colour washing such as green blue or buff etc. to give an even shade new work (two or more coats) with basecoat of whiting |
| 40 | White washing with lime to give an even shade on New Work (three or more coats) |
| 41 | Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 42 | Dumping stone including cost of stone on horizontal level |
| 43 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying apriming coat of approved steel primer all complete. |
| 44 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. |
| 45 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 46 | Manufacturing/fabrication and fixing of M.S surface box/chambers of size (0.60x0.60x0.75m) made out of 6mm thick M.S sheet using 40x40x5mm angle iron for frame including cutting, hoisting and fixing in position including all locking arrangements, handles, hinges etc. and applying priming coat of approved steel primer. The job includes providing and laying of cement concrete (1:2:4) on the base of frame to be embedded in, including all sorts of carriages involved for the complettion of the job. All as per the directions of Engineer Incharge (complete job). |
| 47 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge made of GI wire of dia 4mm |
| 48 | Prioviding and fixing gun metal gate valve with C.I. Wheel of approved quality (screwed end) as per BIS specifications |
| 49 | 20 mm nominal bore |
| 50 | 25 mm nominal bore |
| 51 | 32 mm nominal bore |
| 52 | 40 mm nominal bore |
| 53 | 50 mm nominal bore |
| 54 | 65 mm nominal bore |
| 55 | 80 mm nominal bore |
| 56 | Providing and fixing of PVC Air vents 80mm dia. all as directed by Engineer in charge |
| 57 | Fixing of Washout, Outlet G.I. Pipes 80mm dia. to be provided with G.I sheet 1.25mm thick duly welded for water seal to be embedded in concrete all as directed by Engineer in charge |
| 58 | Fixing of Washout, Outlet G.I. Pipes 100mm dia.to be provided with G.I sheet 1.25mm thick duly welded for water seal to be embedded in concrete all as directed by Engineer in charge |
| 59 | Providing and incorporating G.P. sheet 1.25mm nominal thickness at construction joint so as to form continous barriers (strip area including lapse to be measured) |
| 60 | Dismantling tile work in floors laid in cement mortor including stacking material within 50mtrs and relaying of tile after laying of pipe as per instructions of Engineer Incharge (Complete Job) as per site |
| 61 | Dismantling of Bitumen course by mech/manually means and disposal of dismanttled material upto lead of 50 mtr and laying of B.T surface with 25mm thick top layer after laying of pipe as per instructions of Engineer Incharge (Complete Job) as per site |
| 62 | Carriage of G.I. pipes for an average distance of 10 km by mechanical transport |
| 63 | Carriage of G.I. pipes for an average distance of 20 km by mechanical transport |
| 64 | Carriage of G.I. pipes for an average distance of 30 km by mechanical transport |
| 65 | Carriage of G.I. pipes for an average distance of 70 km by mechanical transport |
| 66 | Carriage of cement & steel for an average distance of 10 km by Mechanical transport |
| 67 | Carriage of cement & steel for an average distance of 20 km by Mechanical transport |
| 68 | Carriage of cement & steel for an average distance of 70 km by Mechanical transport |
| 69 | Carriage of sand and aggregates for an average distance of10 km by Mechanical transport |
| 70 | Carriage of sand and aggregates for an average distance of 20 km by Mechanical transport |
| 71 | Carriage of sand and aggregates for an average distance of 30 km by Mechanical transport |
| 72 | Carriage of bricks for average distance of 250 km by Mechanical transport |
| 73 | Carriage of G.I. pipes for an average distance of 3 km by head load |
| 74 | Carriage of cement & steel for an average distance of 3 km by Head load |
| 75 | Carriage of sand and aggregates agg for an average distance of 3 km by Head load |
| 76 | Carriage of bricks for average distance of 3 km by Head load |
| 77 | Carriage of stone for an average distance of 2 km by Head load |
| 78 | Deep drilling, Development , stabilization, testing and commissioning of 200 mm Bore well, complete, by ODEX method with safe discharge of 3500GPH in all type of strata to suit the requirements and conditions for average depth of 120 mtrs. Rates to be quoted as per below mentioned items (3 units)(Note: Any other item to be executed as per site and job requirement , including but not limited to clearing of site by way of bush cutting , making approach road, shifting of machinery and allied material , preparation of site , proper levelling for installation of machinery , shall be deemed to be included in the below quoted rates.) |
| 79 | Deep drilling of 200 mm dia. bore well using ODEX drilling method including providing , welding and lowering of 200 mm dia. ERW M.S casing pipes with 7.1 mm thickness ( as per IS code 4270 for water wells) and providing/ fixing of casing drive shoe for an average depth of 120mtrs. or till attaining adequate water bearing strata. |
| 80 | Development of Bore well well with air compressor of adequate capacity till the clear potable water free from sand and other impurities. |
| 81 | Stabilization and testing of Bore well by way of pumping for using vertical turbine pump / submersible pump set till the clear potable drinking water is achieved including the yield test. |
| 82 | Providing, installation, testing and commissioning of HCP set 4000 GPH x 250 m head along with suitable induction motor. The Pumping Machinery should conform to relevant ISO standard with all latest amendment. The equipment should also be accompanied with test certificate and performance curve. The job includes electro-mechanical works such as foundation block, providing and laying of G.I.Pipe and Valves of required dia for suction and delivery, MS Bends, flanges, Nuts, bolts, washer etc. the job also includes automatic control Panel of required capacity, panel board with main switch/busbar system, aluminum and copper cable as per capacity of prime mover and any other item required at site for commissioning of Pumping Machinery as directed by Engineer Incharge. |
| 83 | Providing, installation, testing and commissioning of HCP set 4000 GPH x 200 m head along with suitable induction motor. The Pumping Machinery should conform to relevant ISO standard with all latest amendment. The equipment should also be accompanied with test certificate and performance curve. The job includes electro-mechanical works such as foundation block, providing and laying of G.I.Pipe and Valves of required dia for suction and delivery, MS Bends, flanges, Nuts, bolts, washer etc. the job also includes automatic control Panel of required capacity, panel board with main switch/busbar system, aluminum and copper cable as per capacity of prime mover and any other item required at site for commissioning of Pumping Machinery as directed by Engineer Incharge. |
| 84 | Providing, installation, testing and commissioning of HCP set 4000 GPH x 350 m head along with suitable induction motor. The Pumping Machinery should conform to relevant ISO standard with all latest amendment. The equipment should also be accompanied with test certificate and performance curve. The job includes electro-mechanical works such as foundation block, providing and laying of G.I.Pipe and Valves of required dia for suction and delivery, MS Bends, flanges, Nuts, bolts, washer etc. the job also includes automatic control Panel of required capacity, panel board with main switch/busbar system, aluminum and copper cable as per capacity of prime mover and any other item required at site for commissioning of Pumping Machinery as directed by Engineer Incharge. |
| 85 | Providing, installation, testing and commissioning of HCP set 4000 GPH x 300 m head along with suitable induction motor. The Pumping Machinery should conform to relevant ISO standard with all latest amendment. The equipment should also be accompanied with test certificate and performance curve. The job includes electro-mechanical works such as foundation block, providing and laying of G.I.Pipe and Valves of required dia for suction and delivery, MS Bends, flanges, Nuts, bolts, washer etc. the job also includes automatic control Panel of required capacity, panel board with main switch/busbar system, aluminum and copper cable as per capacity of prime mover and any other item required at site for commissioning of Pumping Machinery as directed by Engineer Incharge. |
| 86 | Providing, installation, testing and commissioning of HCP set 5000 GPH x 300 m head along with suitable induction motor. The Pumping Machinery should conform to relevant ISO standard with all latest amendment. The equipment should also be accompanied with test certificate and performance curve. The job includes electro-mechanical works such as foundation block, providing and laying of G.I.Pipe and Valves of required dia for suction and delivery, MS Bends, flanges, Nuts, bolts, washer etc. the job also includes automatic control Panel of required capacity, panel board with main switch/busbar system, aluminum and copper cable as per capacity of prime mover and any other item required at site for commissioning of Pumping Machinery as directed by Engineer Incharge. |
| 87 | Provision for providing, installation, testing and commissioning of Submersible set 5000 GPH x 100 m head (01 No. working and 01 No. Standby) coupled with suitable submersible motor. The Pumping Machinery should conform to relevant ISO standard with all latest amendment. The equipment should also be accompanied with test certificate and performance curve. The job includes electro-mechanical works such as providing /fabrication of column G.I.Pipe of required size with flanges, MS Bends, Nuts, bolts, washer etc. the job also includes automatic control Panel of required capacity, Providing fitting of Sub copper cable as per site requirement, and any other item required at site for commissioning of Pumping Machinery. Design, Fabrication, errection MS Pipe gantry post along with 3 tones capacity chain Block at each Bore Well. |
| 88 | Provision for providing, installation, testing and commissioning of Submersible set 5000 GPH x 180 m head (01 No. working and 01 No. Standby) coupled with suitable submersible motor. The Pumping Machinery should conform to relevant ISO standard with all latest amendment. The equipment should also be accompanied with test certificate and performance curve. The job includes electro-mechanical works such as providing /fabrication of column G.I.Pipe of required size with flanges, MS Bends, Nuts, bolts, washer etc. the job also includes automatic control Panel of required capacity, Providing fitting of Sub copper cable as per site requirement, and any other item required at site for commissioning of Pumping Machinery. Design, Fabrication, errection MS Pipe gantry post along with 3 tones capacity chain Block at each Bore Well. |
| 89 | Design, Manufacturing, installation, testing and commissioning of Voltage stabilizer 100 KVA conform to relevant ISO standard with all latest amendment for operation on unbalanced input voltage (160V-380V)to deliver output voltage 415V + 5%.frequency 50Hz + 3% AC Supply. The job include earthening work. |
| 90 | Design, Manufacturing, installation, testing and commissioning of Voltage stabilizer 250 KVA conform to relevant ISO standard with all latest amendment for operation on unbalanced input voltage (160V-380V)to deliver output voltage 415V + 5%.frequency 50Hz + 3% AC Supply. The job include earthening work. |
| 91 | Provision of Electric fitting in pump house includingunder ground conduit pipes, wiring, sunk boxes and switches for 4 No light points(internal) with holder and LED bulbs, Fan point and external 4 Nos with Led security lights with necessary MS steel with brackets for mounting(external grade) including Service line upto 10 m of requisite size all as directed by Engineer Incharge (Complete Job). |
| 92 | Providing and installation of Sign Boards at Structures /stations including writing on angle iron board of size 8\" x 6\" , 18 gauge MS Sheet platewith angle iron 40 x 40 x 6mm to withstand the wind pressure all as directed by Engineer Incharge |
| 93 | Installation of Functional House Tap Connection; the work shall consist of laying of requisite pipes, brass ferruleincluding boring and tapping the main GI pipe line besides providing and fitting of brass bib cock complete (the brass ferrule and brass bib cock shall be as per IS specifications with approval of EIC and shall be provided by the contractor. |
