| 1709143746000 | 0 | None | None | Other Works | Construction of Road and Toilet Works in Town Panchayat PEERANWADI limits of Belagavi District under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project (24.10, 7.25 & 5). | 2453608.93 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2848759 | 92408 | None | I No.1 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levellingthe 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth upto 1.50m(PWD SR-2021-22 Vol-I pg.no-9 Item -1.16.1) | Cum | 431.57 | 431.57 | 52.49 | False | None | None | False | None | False | 22653.1093 | 0 | | 2848760 | 92408 | None | I No.2 | 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Page No.63, V-I ,I.No. 2.1.3) | Cum | 5720.62 | 5720.62 | 4.16 | False | None | None | False | None | False | 23797.7792 | 0 | | 2848761 | 92408 | None | I No.3 | Providing and laying in Reinforced 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 not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep holes wherever necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates(Page No.76, V-I ,I.No. 2.3.1) | Cum | 6147.04 | 6147.04 | 17.8 | False | None | None | False | None | False | 109417.312 | 0 | | 2848762 | 92408 | None | I No.4 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (Page No.71, V-III ,I.No. 9.3) | t | 73834.52 | 73834.52 | 1.05 | False | None | None | False | None | False | 77526.246 | 0 | | 2848763 | 92408 | None | I No.5 | Form Work: As per recomandation of technical working group, rates for form work shall be added on percentage basis to the finished concrete item raye for drain form works consider 5% [ PWD common SR 2021-22 Vol-II P.No-A-7, I.No-22.2] | Cum | 3133.2 | 3133.2 | 20.44 | False | None | None | False | None | False | 64042.608 | 0 | | 2848764 | 92408 | None | I No.6 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR-2021-22 Vol-2 pg.no-9 Item -5.3) | Cum | 5353.94 | 5353.94 | 13.968 | False | None | None | False | None | False | 74783.83392 | 0 | | 2848765 | 92408 | None | I No.7 | Horizontal perforated light weight clay bricks Providing and supplying Non load bearing bricks of size 200/150/100 mm thickness for infill masonry with excellent thermal and sound insulation with density 700-800kg/m3 and compressive strength 3.5 N/mm2 & water absorption not greater than 15% & U value 1.00 W/ m2K laid with Cement Mortar 1:6 conforming to Building envelope as per GRIHA certification etc complete. (PWD SR-2021-22 Vol-IIpg.no-147 Item -16.72) | Sqm | 1088.71 | 1088.71 | 104.66 | False | None | None | False | None | False | 113944.3886 | 0 | | 2848766 | 92408 | None | I No.8 | 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. (PWD SR-2021-22 Vol-II pg.no-41 Item -8.2.1 | Sqm | 255.44 | 255.44 | 250.92 | False | None | None | False | None | False | 64095.0048 | 0 | | 2848767 | 92408 | None | I No.9 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 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. (PWD SR-2021-22 Vol-II pg.no-41 Item -8.1.1) | Sqm | 219.39 | 219.39 | 26.3 | False | None | None | False | None | False | 5769.957 | 0 | | 2848768 | 92408 | None | I No.10 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. If the height of mbankment construction is more than 1.50 m add 5% per m2 for every 1.50 m height or part there off Deduct 5% per m2 if rollers are not used and tamping is done manually Add 8% per m2 for works under foul & sullage situation (Page No.14, V-I ,I.No. 1.9) Basic Rate-402+ 5% Weitage(20.10)=422.10 | Cum | 414.06 | 414.06 | 11.835 | False | None | None | False | None | False | 4900.4001 | 0 | | 2848769 | 92408 | None | I No.11 | 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigment etc., complete. (PWD SR-2021-22 Vol-II pg.no-60 Item -9.9) | Sqm | 623.15 | 623.15 | 29.18 | False | None | None | False | None | False | 18183.517 | 0 | | 2848770 | 92408 | None | I No.12 | 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. (PWD SR-2021-22 Vol-II pg.no-45 Item -8.28) | Sqm | 67.98 | 67.98 | 109.7 | False | None | None | False | None | False | 7457.406 | 0 | | 2848771 | 92408 | None | I No.13 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/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 m2 208.00 46 Sl. No. Specification Unit Rateand 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. (PWD SR-2021-22 Vol-II pg.no-45 Item -8.29) | Sqm | 214.24 | 214.24 | 41.34 | False | None | None | False | None | False | 8856.6816 | 0 | | 2848772 | 92408 | None | I No.14 | 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: Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests (PWD SR-2021-22 Vol-II pg.no-123 Item -14.1.2) | Each | 8414.07 | 8414.07 | 3.0 | False | None | None | False | None | False | 25242.21 | 0 | | 2848773 | 92408 | None | I No.15 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid (PWD SR-2021-22 Vol-II pg.no-123 Item -14.3.1) | Each | 5155.15 | 5155.15 | 3.0 | False | None | None | False | None | False | 15465.45 | 0 | | 2848774 | 92408 | None | I No.16 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the engineer-in-Charge. PWD Common SR 2021-22 Volume 2 (P No: 83 I.No:11.28) | Kg | 525.0 | 525.0 | 252.0 | False | None | None | False | None | False | 132300.0 | 0 | | 2848775 | 92408 | None | I No.17 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(PWD SR 2021-22 Vol-II Pg.No-75 I.No-11.5.1) | Sqm | 3769.8 | 3769.8 | 12.6 | False | None | None | False | None | False | 47499.48 | 0 | | 2848776 | 92408 | None | I No.18 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR 2021-22 Vol-II P.No. 91/I.No. 11.44) | Sqm | 3585.43 | 3585.43 | 8.82 | False | None | None | False | None | False | 31623.4926 | 0 | | 2848777 | 92408 | None | I No.19 | 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 50mm dia., 6 kg/sqcm & class 5 (PWD SR-2021-22 Vol-IV pg.no-134 Item -1.3) | Mtr | 124.59 | 124.59 | 60.0 | False | None | None | False | None | False | 7475.4 | 0 | | 2848778 | 92408 | None | I No.20 | 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 32mm dia., 10 kg/sqcm & class 5 (PWD SR-2021-22 Vol-IV pg.no-134 Item -1.2) | Mtr | 83.06 | 83.06 | 60.0 | False | None | None | False | None | False | 4983.6 | 0 | | 2848779 | 92408 | None | I No.21 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. (Anti Skid) Size of Tile 600x600 mm (PWD SR-2021-22 Vol-II pg.no-60 Item -9.10) | Sqm | 647.87 | 647.87 | 35.64 | False | None | None | False | None | False | 23090.0868 | 0 | | 2848780 | 92408 | None | I No.22 | Providing and fixing brass bib cock of approved quality 20 mm nominal bore (PWD SR W.S & UGD Vol-V 2021-22; P.No.144; I. No.9.2) | Nos | 355.35 | 355.35 | 8.0 | False | None | None | False | None | False | 2842.8 | 0 | | 2848781 | 92408 | None | I No.23 | Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings : Flat back wash basin of size 630x450 mm (PWD SR W.S & UGD Vol-2 2021-22; P.No.128; I. No.14.25.1) | Each | 1101.07 | 1101.07 | 2.0 | False | None | None | False | None | False | 2202.14 | 0 | | 2848782 | 92408 | None | I No.24 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm (PWD SR W.S & UGD Vol-2 2021-22; P.No.128; I. No.14.32.2) | Each | 895.07 | 895.07 | 2.0 | False | None | None | False | None | False | 1790.14 | 0 | | 2848783 | 92408 | None | I No.25 | Mechanical Means: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth 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 of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth PWD Common DSR 2021-22 Volume 1 (P No: 8 I.No:1.12) | Cum | 68.25 | 68.25 | 60.0 | False | None | None | False | None | False | 4095.0 | 0 | | 2848784 | 92408 | None | I No.26 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means PWD Common DSR 2021-22 Volume 1 (P No: 15 I.No:3.3(i)) | Sqm | 35.7 | 35.7 | 400.0 | False | None | None | False | None | False | 14280.0 | 0 | | 2848785 | 92408 | None | I No.27 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | Cum | 91.35 | 91.35 | 40.0 | False | None | None | False | None | False | 3654.0 | 0 | | 2848786 | 92408 | None | I No.28 | Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. PWD Common DSR 2021-22 Volume 3 (P No: 24 I.No: 4.27.A) | Cum | 2513.7 | 2513.7 | 60.0 | False | None | None | False | None | False | 150822.0 | 0 | | 2848787 | 92408 | None | I No.29 | Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. PWD Common DSR 2021-22 Volume 2 (P No: 64 I.No:9.32 ) | Sqm | 1202.25 | 1202.25 | 1120.0 | False | None | None | False | None | False | 1346520.0 | 0 | | 2848788 | 92408 | None | I No.30 | 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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates PWD Common DSR 2021-22 Volume 1 (P No: 15 I.No:2.1.4 ) | Cum | 6222.3 | 6222.3 | 5.6 | False | None | None | False | None | False | 34844.88 | 0 | | 2848789 | 92408 | None | I No.31 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 ) | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
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