1724069278000 | 0 | None | None | Other Works | Construction of road near sattur at smashan ward no 26 | 1350286.8 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3813376 | 144801 | None | Vol-2 6.2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth 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 | 8376.9 | 8376.9 | 4.6 | False | None | None | False | None | False | 38533.74 | 0 | 3813377 | 144801 | None | Vol-2 8.2.1 | 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 | 309.75 | 309.75 | 362.94 | False | None | None | False | None | False | 112420.665 | 0 | 3813378 | 144801 | None | Vol-2 8.3.1 | 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 directions of Engineer-in-charges | Sqm | 371.7 | 371.7 | 205.18 | False | None | None | False | None | False | 76265.406 | 0 | 3813379 | 144801 | None | Vol-2 11.13.1 | Providing and fixing T-iron frames for doors, windows and ventilatorsof mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer: 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. | Kg | 130.2 | 130.2 | 1835.4 | False | None | None | False | None | False | 238969.08 | 0 | 3813380 | 144801 | None | Vol-2 8.25 | 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 | 534.4 | False | None | None | False | None | False | 76873.44 | 0 | 3813381 | 144801 | None | Vol-2 8.29 | 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. | Sqm | 297.15 | 297.15 | 368.24 | False | None | None | False | None | False | 109422.516 | 0 | 3813382 | 144801 | None | Vol-1 2.1.3 | 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 xceeding 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates SR 2023-24 P.No.15/2.1.3(Volume-1) | Cum | 6288.45 | 6288.45 | 24.3 | False | None | None | False | None | False | 152809.335 | 0 | 3813383 | 144801 | None | Vol-1 1.8 | 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 aterials,usage& all other appurtenaces required nto complete the work. (PWD SR 2023-24 Vol.1 Page no.7 Item no 1.8) | Cum | 497.7 | 497.7 | 4.32 | False | None | None | False | None | False | 2150.064 | 0 | 3813384 | 144801 | None | vol-2 9.35 | Flooring with 25mm thick polished shahabad slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. | Sqm | 1717.8 | 1717.8 | 25.18 | False | None | None | False | None | False | 43254.204 | 0 | 3813385 | 144801 | None | aproved rate | Providing and laying surface mount Rienforement bench conforming to RDSO spect, without Arm rest and back support with material specificatioj of RCC M-30 grade con le mix in accordance with 15 10269/lastest in gray cement by using vibro compaction technique and with reinforcement as detailed in going speen. TMT reinforcement bars conforming to IS: 1786/1 of dia 10mm used as main reinforcement bar and 4mm dia mild steel bars used as stirrups of 10nos-4mm dia bars at 150mm c/c and main reinforcement 4 nos-10mm din bars. Each seating plank of bench bolted with leg by help of 12mm dia. x 65mm length galvanized steel countersunk bolts with EVA washer- BAckrest planks fitted with half threaded carriage bolts and nuts of size 265mm x 8mm dia with EVA & steel washer. Plank dimension - 1500mm x 440mm, seat height from the ground 450mm, distance between both legs. 340mm archetect drawing and direction. The work incudes all other incidental works required to complete the work in all respects for smooth functoning of te equlpment at all times in all respects for its intended use. the works requried in fixing the eqiupment on site as per the site condition. the cost of transportation, Cost of labours, HOM of machinery etc.required to complete the work. as per direction of Engineer-in-charge. | Nos | 15340.0 | 15340.0 | 18.0 | False | None | None | False | None | False | 276120.0 | 0 | 3813386 | 144801 | None | Vol-1 1.3 | Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff 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. | Cum | 185.85 | 185.85 | 102.6 | False | None | None | False | None | False | 19068.21 | 0 | 3813387 | 144801 | None | Vol-2 13.31.6 | 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 50 mm nominal dia Pipes | Mtr | 820.05 | 820.05 | 120.0 | False | None | None | False | None | False | 98406.0 | 0 | 3813388 | 144801 | None | Vol-1 1.1 | 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.(PWD SR 2023-24 P.No.7/1.10 (Volume-1) | Cum | 168.0 | 168.0 | 102.6 | False | None | None | False | None | False | 17236.8 | 0 | 3813389 | 144801 | None | aproved rate | Supply and Erection of 2.50 mtrs height ready made latrins/Pump house/ water cistern including convaying the same carefully to work spot, lading and unloading at both distination with all lead and lift complete (BDSR 18-19 , P-233 I no -16.2 ) 900mm to 1200mm dia single Cistern | Nos | 23372.0 | 23372.0 | 2.0 | False | None | None | False | None | False | 46744.0 | 0 | 3813390 | 144801 | None | Vol-5 2.23.1 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For sluice Valve of PN - 10.0 and 50mm | Each | 5811.75 | 5811.75 | 2.0 | False | None | None | False | None | False | 11623.5 | 0 | 3813391 | 144801 | None | Vol-5 10.1.1 | 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 25mm dia, 10 kg/sqcm & class 5 | Mtr | 50.4 | 50.4 | 40.0 | False | None | None | False | None | False | 2016.0 | 0 | 3813392 | 144801 | None | Vol-2 13.17.1 | Providing and fixing PTMT bib cock of approved quality and colour.15mm nominal bore, 86 mm long, weighing not less than 88 g | Nos | 165.9 | 165.9 | 2.0 | False | None | None | False | None | False | 331.8 | 0 | 3813393 | 144801 | None | Item.No.2.1.3 Volume 1 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 0.3 | False | None | None | False | None | False | 1886.535 | 0 | 3813394 | 144801 | None | Item.No.5.1.1 Volume 1 | 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 | 2.0 | False | None | None | False | None | False | 11783.1 | 0 | 3813395 | 144801 | None | Vol-2 8.2.1 | 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 | 309.75 | 309.75 | 8.0 | False | None | None | False | None | False | 2478.0 | 0 | 3813396 | 144801 | None | Vol-1 2.1 | 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 coarse aggregates | Cum | 5947.2 | 5947.2 | 2.0 | False | None | None | False | None | False | 11894.4 | 0 |
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