| 1706766772000 | 1 | None | None | Other Works | Construction of Windrow Plat form Shed in KAPU TMC SWM Site in Yellur and Construction of the Tank for storing Rain water in SWM Site | 9727192.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2359746 | 69962 | None | code01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 soil for depth upto 1.5Mtr | Cum | 271.04 | 271.04 | 276.84 | False | None | None | False | None | False | 75034.7136 | 0 | | 2359747 | 69962 | None | code02 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 of machinery & other appurtenaces required to complete the work.In ordinary/soft rock without blasting upto 1.5 m depth. | Cum | 406.56 | 406.56 | 48.24 | False | None | None | False | None | False | 19612.4544 | 0 | | 2359748 | 69962 | None | code03 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 of machinery & other appurtenaces required to completethe work (n all kinds of soils Depth up to 3 mtrs | Cum | 114.24 | 114.24 | 36.18 | False | None | None | False | None | False | 4133.2032 | 0 | | 2359749 | 69962 | None | code04 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 7155.68 | 7155.68 | 38.88 | False | None | None | False | None | False | 278212.8384 | 0 | | 2359750 | 69962 | None | code05 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates ( Work No. 01 & 02) | Cum | 6894.72 | 6894.72 | 115.02 | False | None | None | False | None | False | 793030.6944 | 0 | | 2359751 | 69962 | None | code06 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10644.48 | 10644.48 | 84.4632 | False | None | None | False | None | False | 899066.843136 | 0 | | 2359752 | 69962 | None | code07 | Providing and laying in position 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 13029.07 | 13029.07 | 31.59 | False | None | None | False | None | False | 411588.3213 | 0 | | 2359753 | 69962 | None | code08 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone 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 direc tions of Engineer-in-charge | Sqm | 396.48 | 396.48 | 518.4 | False | None | None | False | None | False | 205535.232 | 0 | | 2359754 | 69962 | None | code09 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification for Buildings | MT | 100191.8 | 100191.8 | 12.319 | False | None | None | False | None | False | 1234262.7842 | 0 | | 2359755 | 69962 | None | code10 | 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 | 297.92 | 297.92 | 204.69 | False | None | None | False | None | False | 60981.2448 | 0 | | 2359756 | 69962 | None | code11 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/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. (Work No. 01 & 02) | Sqm | 316.96 | 316.96 | 671.61 | False | None | None | False | None | False | 212873.5056 | 0 | | 2359757 | 69962 | None | code12 | Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete.) Work No. 01 & 02 | Mtr | 505.12 | 505.12 | 658.17 | False | None | None | False | None | False | 332454.8304 | 0 | | 2359758 | 69962 | None | code13 | Providing and fixing 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. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-ChargeWork No. 01 & 02 | Kg | 164.64 | 164.64 | 8907.4 | False | None | None | False | None | False | 1466514.336 | 0 | | 2359759 | 69962 | None | code14 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired byEngineer in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required | Sqm | 636.16 | 636.16 | 800.0 | False | None | None | False | None | False | 508928.0 | 0 | | 2359760 | 69962 | None | code15 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Ridges plain (500 - 600mm) | Mtr | 505.12 | 505.12 | 40.0 | False | None | None | False | None | False | 20204.8 | 0 | | 2359761 | 69962 | None | code16 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates( | Cum | 6992.16 | 6992.16 | 33.5 | False | None | None | False | None | False | 234237.36 | 0 | | 2359762 | 69962 | None | code17 | Providing 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. complete For:160mm
) Work No. 01 & 02 | Rmtr | 692.16 | 692.16 | 220.0 | False | None | None | False | None | False | 152275.2 | 0 | | 2359763 | 69962 | None | code18 | Providing 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. complete For:200mm
) Work No. 01 & 02 | Rmtr | 1248.8 | 1248.8 | 106.5 | False | None | None | False | None | False | 132997.2 | 0 | | 2359764 | 69962 | None | code19 | Providing 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. complete For:250mm
. Work No. 01 & 02 | Rmtr | 1618.4 | 1618.4 | 330.0 | False | None | None | False | None | False | 534072.0 | 0 | | 2359765 | 69962 | None | code20 | Providing and fixing 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 including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge
50mmX50mmX6mm ANGULAR. Work No. 01 & 02 | Kg | 126.56 | 126.56 | 1798.0 | False | None | None | False | None | False | 227554.88 | 0 | | 2359766 | 69962 | None | code21 | Supplying of special moulded variety PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete 160mm PVC Couplers(Work No. 01 & 02 | Each | 375.2 | 375.2 | 25.0 | False | None | None | False | None | False | 9380.0 | 0 | | 2359767 | 69962 | None | code22 | Supplying of special moulded variety PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete 200mm PVC Couplers( Work No. 01 & 02 | Each | 529.76 | 529.76 | 25.0 | False | None | None | False | None | False | 13244.0 | 0 | | 2359768 | 69962 | None | code23 | Supplying of special moulded variety PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete 250mm PVC Couplers(Work No. 01 & 02 | Each | 738.08 | 738.08 | 25.0 | False | None | None | False | None | False | 18452.0 | 0 | | 2359769 | 69962 | None | code24 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 160mm( Work No. 01 & 02 | Each | 527.52 | 527.52 | 25.0 | False | None | None | False | None | False | 13188.0 | 0 | | 2359770 | 69962 | None | code25 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 200mm( Work No. 01 & 02 | Each | 660.8 | 660.8 | 25.0 | False | None | None | False | None | False | 16520.0 | 0 | | 2359771 | 69962 | None | code26 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 250mm(Work No. 01 & 02 | Each | 990.08 | 990.08 | 25.0 | False | None | None | False | None | False | 24752.0 | 0 | | 2359772 | 69962 | None | code27 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments160mm ( Work No. 01 & 02 | Each | 521.92 | 521.92 | 25.0 | False | None | None | False | None | False | 13048.0 | 0 | | 2359773 | 69962 | None | code28 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 200mm ( Work No. 01 & 02 | Each | 776.16 | 776.16 | 25.0 | False | None | None | False | None | False | 19404.0 | 0 | | 2359774 | 69962 | None | code29 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 250mm (Work No. 01 & 02 | Each | 1385.44 | 1385.44 | 25.0 | False | None | None | False | None | False | 34636.0 | 0 | | 2359775 | 69962 | None | code30 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 160mm () Work No. 01 & 02 | Each | 754.88 | 754.88 | 25.0 | False | None | None | False | None | False | 18872.0 | 0 | | 2359776 | 69962 | None | code31 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 200mm (Work No. 01 & 02 | Each | 1050.56 | 1050.56 | 25.0 | False | None | None | False | None | False | 26264.0 | 0 | | 2359777 | 69962 | None | code32 | Supply and delivery at site special moulded variety PVC reducer as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 160mm(Work No. 01 & 02 | Each | 565.6 | 565.6 | 25.0 | False | None | None | False | None | False | 14140.0 | 0 | | 2359778 | 69962 | None | code33 | Supply and delivery at site special moulded variety PVC reducer as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 200mm() Work No. 01 & 02 | Each | 890.4 | 890.4 | 25.0 | False | None | None | False | None | False | 22260.0 | 0 | | 2359779 | 69962 | None | code34 | Supply and delivery at site special moulded variety PVC reducer as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 250mm( Work No. 01 & 02 | Each | 1348.48 | 1348.48 | 25.0 | False | None | None | False | None | False | 33712.0 | 0 | | 2359780 | 69962 | None | code35 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. | Sqm | 132.16 | 132.16 | 167.19 | False | None | None | False | None | False | 22095.8304 | 0 | | 2359781 | 69962 | None | code36 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:4:8 Using 40 mm nominal size graded crushed coarseaggregates. | Cum | 6343.68 | 6343.68 | 12.98 | False | None | None | False | None | False | 82340.9664 | 0 | | 2359782 | 69962 | None | code37 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 11542.93 | 11542.93 | 8.04 | False | None | None | False | None | False | 92805.1572 | 0 | | 2359783 | 69962 | None | code38 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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 necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . | Cum | 12337.92 | 12337.92 | 42.45 | False | None | None | False | None | False | 523744.704 | 0 | | 2359784 | 69962 | None | code39 | Filling approved 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 | 484.96 | 484.96 | 48.24 | False | None | None | False | None | False | 23394.4704 | 0 | | 2359785 | 69962 | None | code40 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Dam & Allied Works. | Tonne | 99503.04 | 99503.04 | 5.72 | False | None | None | False | None | False | 569157.3888 | 0 | | 2359786 | 69962 | None | code41 | Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification. | Sqm | 567.84 | 567.84 | 111.47 | False | None | None | False | None | False | 63297.1248 | 0 | | 2359787 | 69962 | None | code42 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone 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 | 480.48 | 480.48 | 377.04 | False | None | None | False | None | False | 181160.1792 | 0 | | 2359788 | 69962 | None | code43 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge. | Kg | 71.68 | 71.68 | 60.0 | False | None | None | False | None | False | 4300.8 | 0 | | 2359789 | 69962 | None | code44 | Providing Neat cement punning 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 | 63.84 | 63.84 | 111.47 | False | None | None | False | None | False | 7116.2448 | 0 | | 2359790 | 69962 | None | code45 | Supply and fixing of SFRC machinhole cover (Medium Duty) made as per IS to suit existing damaged machinhole cover after removing the debries from inside and outside the existing machinhole etc. with all lead and lifts.Heavy duty. | Each | 1380.96 | 1380.96 | 6.0 | False | None | None | False | None | False | 8285.76 | 0 | | 2359791 | 69962 | None | code46 | Constructing brick masonry chamber of internal dimension 600x600mm 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 | Each | 6108.48 | 6108.48 | 5.0 | False | None | None | False | None | False | 30542.4 | 0 | | 2359792 | 69962 | None | code47 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | Cum | 1122.24 | 1122.24 | 1.8 | False | None | None | False | None | False | 2020.032 | 0 | | 2359793 | 69962 | None | code48 | Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer in-charge. | Cum | 1499.68 | 1499.68 | 3.6 | False | None | None | False | None | False | 5398.848 | 0 | | 2359794 | 69962 | None | code49 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineerin- charge. | Cum | 1328.32 | 1328.32 | 1.8 | False | None | None | False | None | False | 2390.976 | 0 | | 2359795 | 69962 | None | code50 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge | Cum | 1335.04 | 1335.04 | 1.8 | False | None | None | False | None | False | 2403.072 | 0 | | 2359796 | 69962 | None | code51 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregate | Cum | 6992.16 | 6992.16 | 0.07 | False | None | None | False | None | False | 489.4512 | 0 | | 2359797 | 69962 | None | code52 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6 | Cum | 7221.76 | 7221.76 | 0.3 | False | None | None | False | None | False | 2166.528 | 0 | | 2359798 | 69962 | None | code53 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) 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 | 330.4 | 330.4 | 3.33 | False | None | None | False | None | False | 1100.232 | 0 | | 2359799 | 69962 | None | code54 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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 | 142.24 | 142.24 | 3.33 | False | None | None | False | None | False | 473.6592 | 0 | | 2359800 | 69962 | None | code55 | Providing 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. complete For:250mm | Mtr | 1618.4 | 1618.4 | 12.0 | False | None | None | False | None | False | 19420.8 | 0 | | 2359801 | 69962 | None | code56 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications( | Cum | 179.2 | 179.2 | 9.18 | False | None | None | False | None | False | 1645.056 | 0 |
|