| 1709379115000 | 0 | None | None | Buildings | Package No 09) Construction of Public Toilet for Men in 1) Ward No-07 of Shedabala Town Panchayat. (Rs. 4.50 lakhs) 2) Construction of public toilet for women in Ward No-01 of Shedabala Town Panchayat at Waddar Galli. (Rs. 7.00 lakh) | 974550.64 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2888843 | 94557 | None | code01 | Manual Means: 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 tuff 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 DSR 2023-24 Volume 1 (P No: 5 I.No:1.4.1) | Cum | 254.1 | 254.1 | 57.692 | False | None | None | False | None | False | 14659.5372 | 0 | | 2888844 | 94557 | None | code02 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD Common DSR 2023-24 Volume 3 (P No: 17 I.No: 3.1 ) | Cum | 89.25 | 89.25 | 57.692 | False | None | None | False | None | False | 5149.011 | 0 | | 2888845 | 94557 | 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No: 15 I.No:2.1.3 ) | Cum | 6288.45 | 6288.45 | 4.2255 | False | None | None | False | None | False | 26571.845475 | 0 | | 2888846 | 94557 | None | code04 | 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 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 nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No: 16 I.No:2.3.1) | Cum | 6639.15 | 6639.15 | 29.3561 | False | None | None | False | None | False | 194899.551315 | 0 | | 2888847 | 94557 | None | code05 | 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 All other type of structures. PWD Common DSR 2023 24 Volume 1 (P No: 18 Sl no-2.11(h) | Tonne | 82961.55 | 82961.55 | 1.7032 | False | None | None | False | None | False | 141300.11196 | 0 | | 2888848 | 94557 | None | code06 | 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. (Comman SR-2023-24,Vol-1)I.NO-1.9 Page No-07 | Cum | 279.3 | 279.3 | 8.574 | False | None | None | False | None | False | 2394.7182 | 0 | | 2888849 | 94557 | None | code07 | Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 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.(Comman SR-2023-24,Vol-2)I.NO-6.3Page No-13 | Cum | 9317.7 | 9317.7 | 20.4832 | False | None | None | False | None | False | 190856.31264 | 0 | | 2888850 | 94557 | None | code08 | 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.(Comman SR-2023-24)VOL-2 I.NO 8.8 Page No-42 | Sqm | 389.55 | 389.55 | 229.14 | False | None | None | False | None | False | 89261.487 | 0 | | 2888851 | 94557 | None | code09 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Drain Form Works Consider 5% PWD Common DSR 2023-24 Volume 1 (P No: 111 SI.No:3) | Cum | 331.95 | 331.95 | 10.134 | False | None | None | False | None | False | 3363.9813 | 0 | | 2888852 | 94557 | None | code10 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Drain Form Works Consider 50% PWD Common DSR 2023-24 Volume 2 (P No: 111 I.No:15) | Cum | 3319.57 | 3319.57 | 18.309 | False | None | None | False | None | False | 60778.00713 | 0 | | 2888853 | 94557 | None | code11 | 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(Comman SR2023-24)VOL-2,.I.NO 11.34A Page No-86 | Kg | 176.4 | 176.4 | 34.0199 | False | None | None | False | None | False | 6001.11036 | 0 | | 2888854 | 94557 | None | code12 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications.(Comman SR-2023-24)VOL-2 I.NO12.12 Page No-99 | Cum | 130412.1 | 130412.1 | 0.4454 | False | None | None | False | None | False | 58085.54934 | 0 | | 2888855 | 94557 | None | code13 | 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. one side prelam (Comman SR-2023-24)VOL-2 I.NO12.55.2 Page No-104 | Sqm | 2142.0 | 2142.0 | 12.16 | False | None | None | False | None | False | 26046.72 | 0 | | 2888856 | 94557 | None | code14 | Providing and placing on terrace, Polythylene water storage tanks with manhole lid and suitable locking arrangements making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications. ( For 1000 Litre Capacity ) Specification (As Per Market Rate -2022-23) | Ltr | 6.82 | 6.82 | 1000.0 | False | None | None | False | None | False | 6820.0 | 0 | | 2888857 | 94557 | None | code15 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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: etc. for:PVC pipes of SN4, 110mm dia. (Comman SR-2023-24)VOL-5 It No-10.2.2 Page No-114 | Mtr | 302.4 | 302.4 | 10.0 | False | None | None | False | None | False | 3024.0 | 0 | | 2888858 | 94557 | None | code16 | 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 25mm dia, 10 kg/sqcm & class 5 (Comman SR-21 22)VOL-5 IT No-10.1.1 Page No-113 | Mtr | 50.4 | 50.4 | 92.0 | False | None | None | False | None | False | 4636.8 | 0 | | 2888859 | 94557 | None | code17 | Providing and fixing unplasticised PVC connection pipe with brass unions (Comman SR-2023-24)VOL-2 I.NO13.8.1.2 Page No-118 | No | 95.55 | 95.55 | 16.0 | False | None | None | False | None | False | 1528.8 | 0 | | 2888860 | 94557 | None | code18 | Providing and fixing PTMT bib cock of approved quality and colour.20 mm nominal bore, 89 mm long, weighing not less than 88 g (Comman SR-2023-24)VOL-2 SL No-13.18.2 Page No-120) | No | 151.2 | 151.2 | 8.0 | False | None | None | False | None | False | 1209.6 | 0 | | 2888861 | 94557 | None | code19 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 32 mm nominal bore (Comman SR-2023-24)VOL-2 SL No-13.4.2 Page No-117) | No | 584.85 | 584.85 | 8.0 | False | None | None | False | None | False | 4678.8 | 0 | | 2888862 | 94557 | None | code20 | Providing & fixing White vitreous china water closet squatting pan (Indian type) along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. (Comman SR-2023-24)VOL-2 SL No-20.44.1 Page No-202) | No | 2930.55 | 2930.55 | 8.0 | False | None | None | False | None | False | 23444.4 | 0 | | 2888863 | 94557 | None | code21 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately) Size of Tile 600x600 mm.(Comman SR-2023-24)VOL-2 SL No-9.21.2 Page No-62) | Sqm | 1299.9 | 1299.9 | 24.6 | False | None | None | False | None | False | 31977.54 | 0 | | 2888864 | 94557 | None | code22 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete..(Comman SR-2023-24)VOL-2 SL No-10.14 Page No-71) | Sqm | 1161.3 | 1161.3 | 50.309 | False | None | None | False | None | False | 58423.8417 | 0 | | 2888865 | 94557 | None | code23 | Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :One coat 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.(Comman SR-2023-24)VOL-2 SL No-8.35.2 Page No-47) | Sqm | 207.9 | 207.9 | 1.62 | False | None | None | False | None | False | 336.798 | 0 | | 2888866 | 94557 | None | code24 | 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.(Comman SR-2023-24)VOL-2 SL No-8.28 Page No-45) | Sqm | 93.45 | 93.45 | 204.41 | False | None | None | False | None | False | 19102.1145 | 0 |
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