| 1723103755000 | 1 | None | None | Buildings | Construction of Toilet at HPS Lingenahalli School in Madhugiri Taluk (Reserved for SC Catageory) | 518593.94 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3722551 | 137989 | None | Code 001 | 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 & tacking 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.( PWD Common SR 2023-24 Item No: 1.4.1 Page No : 5, Volume-1) | Cum | 285.56 | 285.56 | 21.91 | False | None | None | False | None | False | 6256.6196 | 0 | | 3722552 | 137989 | None | Code 002 | 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 ( PWD Common SR 2023-24 Item No: 2.1.2, Page No : 15, Volume-1) | Cum | 6683.52 | 6683.52 | 2.88 | False | None | None | False | None | False | 19248.5376 | 0 | | 3722553 | 137989 | None | Code 003 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (P.No. 9 I.No. 5.3 Building SR 2023-24 Volume -2 ) | Cum | 7321.9 | 7321.9 | 12.35 | False | None | None | False | None | False | 90425.465 | 0 | | 3722554 | 137989 | None | Code 004 | Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with super plasticizers laid in finishedlayers, well compacted using needle vibrators, including all lead & lifts, costof all materials, quality confirming to the requirements of relevant IS codes,
labour, Usage charges of machinery, curing and all the other appurtenancesrequired to complete the work as per technical Page NO 15 I.No. 2.2.1 Building SR 2023-24 Volume -2 ) | Cum | 7418.66 | 7418.66 | 1.33 | False | None | None | False | None | False | 9866.8178 | 0 | | 3722555 | 137989 | None | Code 005 | Appendix I Additionalities for Formwork, Centering - 1.Plinth Beams of building a) Isolated - 50% | Cum | 3709.33 | 3709.33 | 1.33 | False | None | None | False | None | False | 4933.4089 | 0 | | 3722556 | 137989 | None | Code 006 | 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. (P.No. 7 I.No. 1.9 Common SR 2023-24 Volume -1 ) | Cum | 313.88 | 313.88 | 15.34 | False | None | None | False | None | False | 4814.9192 | 0 | | 3722557 | 137989 | None | Code 007 | 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. (P.No. 44 I.No. 8.19.1 Building SR 2023-24 Volume -2 ) | Sqm | 300.9 | 300.9 | 7.04 | False | None | None | False | None | False | 2118.336 | 0 | | 3722558 | 137989 | None | Code 008 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.. (P.No. 17 I.No. 6.33 Building SR 2021-22 Volume -2 ) | Cum | 1452.58 | 1452.58 | 84.86 | False | None | None | False | None | False | 123265.9388 | 0 | | 3722559 | 137989 | None | Code 009 | 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 (P.No. 17 I.No. 2.5.1 Comman SR 2021-22 Volume -1 ) | Cum | 7823.4 | 7823.4 | 3.38 | False | None | None | False | None | False | 26443.092 | 0 | | 3722560 | 137989 | None | Code 010 | Appendix I Additionalities for Formwork, Centering - 15 RCC Roof Slabs - 50% | Cum | 3911.7 | 3911.7 | 3.38 | False | None | None | False | None | False | 13221.546 | 0 | | 3722561 | 137989 | None | Code 011 | 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 andtechnical specification (P.No. 18 I.No.2.11 a Building SR 2023-24 Volume -1 ) | Kg | 105559.26 | 105559.26 | 0.377 | False | None | None | False | None | False | 39795.84102 | 0 | | 3722562 | 137989 | None | Code 012 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 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.. (P.No. 41 I.No.8.1.2 Building SR 2023-24 Volume -2 ) | Sqm | 284.38 | 284.38 | 77.87 | False | None | None | False | None | False | 22144.6706 | 0 | | 3722563 | 137989 | None | Code 013 | Providing 15 mm cement plaster on the rough side of single or half brickwall of mix :1:6 (1 cement: 6 fine sand) including rounding off cornerswherever 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. (P.No. 41 I.No.8.2.2 Building SR 2023-24 Volume -2 | Sqm | 329.22 | 329.22 | 59.08 | False | None | None | False | None | False | 19450.3176 | 0 | | 3722564 | 137989 | None | Code 014 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mmthickness, including hinges, jamb, lock jamb, bead and if required anglethreshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm,pressed mild steel welded or rigidly fixed together by mechanical means,
including M.S. pressed butt hinges 2.5 mm thick with mortar guards,lock strike-plate and shock absorbers as specified and applying a coatof approved steel primer after pre-treatment of the surface as directedby Engineer- in-charge: Profile B Fixing with adjustable lugs with split
end tail to each jamb including cost of materials, labour, usage chargesof machinery complete as per specifications and as per directions of theEngineer-in-Charge. . (P.No. 84 I.No.11.14.1.1 Building SR 2023-24 Volume -2 | m | 554.6 | 554.6 | 34.8 | False | None | None | False | None | False | 19300.08 | 0 | | 3722565 | 137989 | None | Code 015 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC 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 (P.No. 81I.No.12.55.1 Building SR 2023-24 Volume -2 ) | Sqm | 2791.88 | 2791.88 | 3.78 | False | None | None | False | None | False | 10553.3064 | 0 | | 3722566 | 137989 | None | Code 016 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (P.No. 86 I.No.11.34A Building SR 2023-24 Volume -2 ) | Kg | 198.24 | 198.24 | 21.6 | False | None | None | False | None | False | 4281.984 | 0 | | 3722567 | 137989 | None | Code 017 | Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metalsash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost: Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (P.No. 79 I.No.11.10.1 Building SR 2023-24 Volume -2 ) | Kg | 51.92 | 51.92 | 21.6 | False | None | None | False | None | False | 1121.472 | 0 | | 3722568 | 137989 | None | Code 018 | Providing and fixing white vitreous china water closet squatting pan(Indian type)Long pattern W.C. pan of size 580 mm :(P.No. 133 I.No14.13.1 Building SR 2023-24 Volume -2 ) | No | 1685.04 | 1685.04 | 4.0 | False | None | None | False | None | False | 6740.16 | 0 | | 3722569 | 137989 | None | Code 019 | White Vitreous China Flat back wash basin size 550x 400 mmwith single 15 mm C.P. brass pillar tap (P.No.132 I.No.14.7.4 Building SR 2023-24 Volume -2 ) | No | 2767.1 | 2767.1 | 2.0 | False | None | None | False | None | False | 5534.2 | 0 | | 3722570 | 137989 | None | Code 020 | Providing and fixing white vitreous china flat back or wall corner typelipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizesrespectively.(P.No.135 I.No.14.23 . 1Building SR 2023-24 Volume -2 ) | No | 1361.72 | 1361.72 | 4.0 | False | None | None | False | None | False | 5446.88 | 0 | | 3722571 | 137989 | None | Code 021 | 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. (P.No. 60 I.No.9.11 Building SR 2023-24Volume -2 ) | Sqm | 1060.82 | 1060.82 | 25.18 | False | None | None | False | None | False | 26711.4476 | 0 | | 3722572 | 137989 | None | Code 022 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality 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. (P.No. 46 I.No. 8.30 Building SR 2023-24 Volume -2 ) | Sqm | 205.32 | 205.32 | 59.53 | False | None | None | False | None | False | 12222.6996 | 0 | | 3722573 | 137989 | None | Code 023 | 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. (P.No. 45 I.No.8.25 Building SR 2023-24 Volume -2 ) | Sqm | 161.66 | 161.66 | 44.22 | False | None | None | False | None | False | 7148.6052 | 0 | | 3722574 | 137989 | None | Code 024 | Supplying P-2 Class R.C.C spun pipes ( safe for 4 kg / cm2 test pressure) to work spot including cost of all materials, machinery, labour, taxes, duties, levies, royalty & all necessary works as applicable 1100 mm dia P-2 Class R.C.C spun pipe (Vol-4, P.No 94. I.No7.20.9) | Nos | 4154.78 | 4154.78 | 3.0 | False | None | None | False | None | False | 12464.34 | 0 | | 3722575 | 137989 | None | Code 025 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal dia Pipes (P.No. 122 I.No13.31.2 Building SR 2023-24 Volume -2 ) | m | 285.56 | 285.56 | 50.0 | False | None | None | False | None | False | 14278.0 | 0 | | 3722576 | 137989 | None | Code 026 | 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:PVC pipes 110mm dia., 6 kg/sqcm & class 3 (Vol-5, P.No. 113 I.No. 10.1.7) | Mtr | 520.38 | 520.38 | 9.0 | False | None | None | False | None | False | 4683.42 | 0 | | 3722577 | 137989 | None | Code 027 | 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(Common SR-2023-24 Vol-5 Page No.117Item No10.9.3 :32 mm dia PVC Elbows | No | 48.38 | 48.38 | 8.0 | False | None | None | False | None | False | 387.04 | 0 | | 3722578 | 137989 | None | Code 028 | 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 amendmentss(Common SR-2021-22 Vol-5 Page No.118Item No10.11 M120B)32 mm dia PVC BEND | No | 42.48 | 42.48 | 10.0 | False | None | None | False | None | False | 424.8 | 0 | | 3722579 | 137989 | None | Code 029 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.(P.No. 123 I.No13.34 Building SR 2023-24 Volume -2 ) | No | 10.62 | 10.62 | 500.0 | False | None | None | False | None | False | 5310.0 | 0 |
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