| 1724757483000 | 0 | None | None | Buildings | Construction of Toilet Block to Govt PU Boys College at Yadgir City in Yadgir Tq | 667907.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3866183 | 148085 | None | code01 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. | Sqm | 95.55 | 95.55 | 6.0 | False | None | None | False | None | False | 573.3 | 0 | | 3866184 | 148085 | None | code02 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 12.78 | False | None | None | False | None | False | 3247.398 | 0 | | 3866185 | 148085 | None | code03 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse
aggregates | Cum | 5947.2 | 5947.2 | 1.7 | False | None | None | False | None | False | 10110.24 | 0 | | 3866186 | 148085 | None | code04 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Footing | Cum | 6639.15 | 6639.15 | 1.458 | False | None | None | False | None | False | 9679.8807 | 0 | | 3866187 | 148085 | None | code05 | Providing & Removing centering, Shuttering for Footing ( 3% on fonished rate of Concrete per Cum ) All other types | Cum | 199.17 | 199.17 | 1.458 | False | None | None | False | None | False | 290.38986 | 0 | | 3866188 | 148085 | None | code06 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork
to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates For Columns | Cum | 6961.5 | 6961.5 | 0.828 | False | None | None | False | None | False | 5764.122 | 0 | | 3866189 | 148085 | None | code07 | Providing & Removing centering, Shuttering for Column ( 10 % on fonished rate of Concrete per Cum ) | Cum | 696.15 | 696.15 | 0.828 | False | None | None | False | None | False | 576.4122 | 0 | | 3866190 | 148085 | None | code08 | Providing 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) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 8.48 | False | None | None | False | None | False | 49960.344 | 0 | | 3866191 | 148085 | None | code09 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 4.46 | False | None | None | False | None | False | 29919.687 | 0 | | 3866192 | 148085 | None | code10 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The anite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates For Coping | Cum | 6527.85 | 6527.85 | 0.5 | False | None | None | False | None | False | 3263.925 | 0 | | 3866193 | 148085 | None | code11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 279.3 | 279.3 | 5.03 | False | None | None | False | None | False | 1404.879 | 0 | | 3866194 | 148085 | None | code12 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. | Sqm | 267.75 | 267.75 | 7.13 | False | None | None | False | None | False | 1909.0575 | 0 | | 3866195 | 148085 | None | code13 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work | Cum | 8367.45 | 8367.45 | 10.97 | False | None | None | False | None | False | 91790.9265 | 0 | | 3866196 | 148085 | None | code14 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 389.55 | 389.55 | 104.97 | False | None | None | False | None | False | 40891.0635 | 0 | | 3866197 | 148085 | None | code15 | Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineerin-charge. | Sqm | 339.15 | 339.15 | 16.83 | False | None | None | False | None | False | 5707.8945 | 0 | | 3866198 | 148085 | None | code16 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Lintel | Cum | 6961.5 | 6961.5 | 0.48 | False | None | None | False | None | False | 3341.52 | 0 | | 3866199 | 148085 | None | code17 | Providing & Removing centering, Shuttering for Lintel & Beam ( 45% on fonished rate of Concrete per Cum ) | Cum | 2983.5 | 2983.5 | 0.48 | False | None | None | False | None | False | 1432.08 | 0 | | 3866200 | 148085 | None | code18 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Roof Beam | Cum | 6961.5 | 6961.5 | 1.34 | False | None | None | False | None | False | 9328.41 | 0 | | 3866201 | 148085 | None | code19 | Providing & Removing centering, Shuttering for Roof Beam ( 45% on fonished rate of Concrete per Cum ) | Cum | 2983.5 | 2983.5 | 1.34 | False | None | None | False | None | False | 3997.89 | 0 | | 3866202 | 148085 | None | code20 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Roof Slab | Cum | 6961.5 | 6961.5 | 2.32 | False | None | None | False | None | False | 16150.68 | 0 | | 3866203 | 148085 | None | code21 | Providing & Removing centering, Shuttering for Roof Slab ( 50% on fonished rate of Concrete per Cum ) | Cum | 3315.0 | 3315.0 | 2.32 | False | None | None | False | None | False | 7690.8 | 0 | | 3866204 | 148085 | None | code22 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kgs | 96.6 | 96.6 | 528.91 | False | None | None | False | None | False | 51092.706 | 0 | | 3866205 | 148085 | None | code23 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. | Rmtr | 333.9 | 333.9 | 4.73 | False | None | None | False | None | False | 1579.347 | 0 | | 3866206 | 148085 | None | code24 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 9x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded PrelaminatedPVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. -do- with both side prelam | Sqm | 2484.3 | 2484.3 | 4.73 | False | None | None | False | None | False | 11750.739 | 0 | | 3866207 | 148085 | None | code25 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Nos | 5128.2 | 5128.2 | 3.0 | False | None | None | False | None | False | 15384.6 | 0 | | 3866208 | 148085 | None | code26 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Nos | 2976.75 | 2976.75 | 2.0 | False | None | None | False | None | False | 5953.5 | 0 | | 3866209 | 148085 | None | code27 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 3236.1 | 3236.1 | 1.0 | False | None | None | False | None | False | 3236.1 | 0 | | 3866210 | 148085 | None | code28 | Providing and placing on terrace (at all floor levela) polyethylene water storage tanks IS:12701 marked, with cover and suitable locking arrangements, making neccessary holes for inlet, outlet and over flow pipes but without fittings and the base support for tank | Ltr | 9.45 | 9.45 | 1000.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3866211 | 148085 | None | code29 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall) - 25mm nominal OD pipes | Rmtr | 333.9 | 333.9 | 20.0 | False | None | None | False | None | False | 6678.0 | 0 | | 3866212 | 148085 | None | code30 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Mtr | 413.7 | 413.7 | 10.0 | False | None | None | False | None | False | 4137.0 | 0 | | 3866213 | 148085 | None | code31 | Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. | Nos | 4592.7 | 4592.7 | 1.0 | False | None | None | False | None | False | 4592.7 | 0 | | 3866214 | 148085 | None | code32 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 1129.8 | 1129.8 | 44.17 | False | None | None | False | None | False | 49903.266 | 0 | | 3866215 | 148085 | None | code33 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 143.85 | 143.85 | 47.7 | False | None | None | False | None | False | 6861.645 | 0 | | 3866216 | 148085 | None | code34 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as
per directions of Engineer-in-charge. | Sqm | 93.45 | 93.45 | 44.44 | False | None | None | False | None | False | 4152.918 | 0 | | 3866217 | 148085 | None | code35 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | Each | 761.25 | 761.25 | 5.0 | False | None | None | False | None | False | 3806.25 | 0 | | 3866218 | 148085 | None | code36 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 5.4 | False | None | None | False | None | False | 1372.14 | 0 | | 3866219 | 148085 | None | code37 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 0.36 | False | None | None | False | None | False | 2140.992 | 0 | | 3866220 | 148085 | None | code38 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Beams | Cum | 6961.5 | 6961.5 | 1.03 | False | None | None | False | None | False | 7170.345 | 0 | | 3866221 | 148085 | None | code39 | Providing & Removing centering, Shuttering for Column ( 10 % on fonished rate of Concrete per Cum ) | Cum | 696.15 | 696.15 | 1.03 | False | None | None | False | None | False | 717.0345 | 0 | | 3866222 | 148085 | None | code40 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kgs | 96.6 | 96.6 | 193.45 | False | None | None | False | None | False | 18687.27 | 0 | | 3866223 | 148085 | None | code41 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work | Cum | 8367.45 | 8367.45 | 2.9 | False | None | None | False | None | False | 24265.605 | 0 | | 3866224 | 148085 | None | code42 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 389.55 | 389.55 | 25.2 | False | None | None | False | None | False | 9816.66 | 0 | | 3866225 | 148085 | None | code43 | Geophysical Investigation of site for sinking Borewell for supplying drinking water to the habitation either through a hand pump, Mini Water Supply scheme, or Piped Water Supply Scheme by vertical electrical sounding by adopting venner or Schlumberger's method, including reconnaissance survey of geological formation, geophysical investigation of existing ground water in the vicinity, its quality, quantity & acceptability of the users indicating the location of site, recommended depth of casing pipe required to seal the top unconsolidated formation incluing an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer roposed to be tapped, probable yield and other information required including transportation of instrument and accessories to work site, engaging technical personal and labour required etc., complete ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work. | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 3866226 | 148085 | None | code44 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.a)Borewell depth of 0 to 50 m | Mtr | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | | 3866227 | 148085 | None | code45 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the workb)Borewell depth of 50 to 100 m | Mtr | 487.2 | 487.2 | 20.0 | False | None | None | False | None | False | 9744.0 | 0 | | 3866228 | 148085 | None | code46 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. | Mtr | 2029.65 | 2029.65 | 1.0 | False | None | None | False | None | False | 2029.65 | 0 | | 3866229 | 148085 | None | code47 | Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge | Each | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 | | 3866230 | 148085 | None | code48 | Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete.2.00 HP/1.5KW 18 STG | Each | 20682.9 | 20682.9 | 1.0 | False | None | None | False | None | False | 20682.9 | 0 | | 3866231 | 148085 | None | code49 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. | Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 3866232 | 148085 | None | code50 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor typ e NOTE: 1) DOL-Direct Online Starter 2)S-D- Star Delta Starter Upto 3 HP pumps | Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 3866233 | 148085 | None | code51 | Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. | Job | 1417.5 | 1417.5 | 1.0 | False | None | None | False | None | False | 1417.5 | 0 | | 3866234 | 148085 | None | code52 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x2.5 Sqm | Mtr | 89.25 | 89.25 | 60.0 | False | None | None | False | None | False | 5355.0 | 0 | | 3866235 | 148085 | None | code53 | Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments. Size 63 mm | Each | 436.8 | 436.8 | 1.0 | False | None | None | False | None | False | 436.8 | 0 | | 3866236 | 148085 | None | code54 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm | Each | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 3866237 | 148085 | None | code55 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm | Each | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 3866238 | 148085 | None | code56 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 :HDPE Grade PE80-PN12.5,63mm dia | Mtr | 297.15 | 297.15 | 45.0 | False | None | None | False | None | False | 13371.75 | 0 | | 3866239 | 148085 | None | code57 | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. | Kvar | 577.5 | 577.5 | 1.0 | False | None | None | False | None | False | 577.5 | 0 | | 3866240 | 148085 | None | code58 | Supply and delivery at site delivery of best indigenous brand new MCB Miniature Circuit Breakers of required capacity as per IS 88228 1978 and its latest amendments and with ISI Mark of 6 10 16 20 25 40 Amps with scalable box | Per Pole | 1207.5 | 1207.5 | 2.0 | False | None | None | False | None | False | 2415.0 | 0 | | 3866241 | 148085 | None | code59 | Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any.For 50 mm dia GI collar: | Each | 280.35 | 280.35 | 2.0 | False | None | None | False | None | False | 560.7 | 0 | | 3866242 | 148085 | None | code60 | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. | Mtr | 141.75 | 141.75 | 10.0 | False | None | None | False | None | False | 1417.5 | 0 | | 3866243 | 148085 | None | code61 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge. | Mtr | 8689.8 | 8689.8 | 3.0 | False | None | None | False | None | False | 26069.4 | 0 |
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