| 1724229337000 | 0 | None | None | Buildings | Construction of Water proofing and Other Development works for Newly Constructed TMC Office at Basavanabagewad | 972312.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3826832 | 145759 | None | code01 | Providing waterproof treatment to Raft Slab using 2 coats of acrylic
co polymer elastomeric Acrylic co-polymer elastomeric sealer
protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc., The surface shall be applied with basecoat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer protector, wetting agent and liquid (1:1:6) over the prepared surface. In addition, making haunch at junction of Wall and Slab visible cracks are opened and sealed with flexicrack paste. Over this one cof flexible cementations membrane (FCM), Spreading one layer of HDPE membrane as reinforcing material (over FCM) with one primer coat of Acrylic co-polymer elastomeric sealer & protector & applying second coat of Acrylic co-polymer elastomeric sealer protector liquid over tprimer coat - conforming to ASTM C 1202, DIN 1048 part 5, The work shall be carried out as per the directions of the Engineer in charge. 15.29 | Cum | 1050.0 | 1050.0 | 6.0 | False | None | None | False | None | False | 6300.0 | 0 | | 3826833 | 145759 | None | code02 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Rubble stone masonry in cement mortar. | Cum | 628.3 | 628.3 | 23.2375 | False | None | None | False | None | False | 14600.12125 | 0 | | 3826834 | 145759 | 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)
2.1.3 Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6430.29 | 6430.29 | 4.225 | False | None | None | False | None | False | 27167.97525 | 0 | | 3826835 | 145759 | None | code04 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead lifts, cost of all materials of 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6828.9 | 6828.9 | 8.45 | False | None | None | False | None | False | 57704.205 | 0 | | 3826836 | 145759 | None | code05 | Addendum Percentage Additionalities for Formwork, Centering Scaffolding Cement Concrete Drain Walls | Sqm | 2390.11 | 2390.11 | 8.45 | False | None | None | False | None | False | 20196.4295 | 0 | | 3826837 | 145759 | None | code06 | 1.9 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 | 273.98 | 273.98 | 5.85 | False | None | None | False | None | False | 1602.783 | 0 | | 3826838 | 145759 | None | code07 | 2.11 a 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. | Tonne | 92140.71 | 92140.71 | 0.6418 | False | None | None | False | None | False | 59135.907678 | 0 | | 3826839 | 145759 | None | code08 | 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 | Kg | 168.0 | 168.0 | 4170.0 | False | None | None | False | None | False | 700560.0 | 0 | | 3826840 | 145759 | None | code09 | Painting Steel work with Deluxe Multi Surface Paint to give an even
shade. Two coat applied 0.90L/10 mover an under coat of primer
applied 0.80 L/10 m of approved brand and manufacture including
preparing the surface after thorougly cleaning oil, grease, dirt and foreign
matter, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge | Sqm | 139.0 | 139.0 | 100.0 | False | None | None | False | None | False | 13900.0 | 0 | | 3826841 | 145759 | None | code10 | 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 | Cum | 97.85 | 97.85 | 36.0 | False | None | None | False | None | False | 3522.6 | 0 | | 3826842 | 145759 | None | code11 | 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 | Cum | 488.22 | 488.22 | 18.0 | False | None | None | False | None | False | 8787.96 | 0 | | 3826843 | 145759 | None | code12 | Construction of Granular Sub Base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per clause 401 (2.5 percent Cement) Laying using Mechanical Paver Grading V materials | Cum | 1469.81 | 1469.81 | 12.0 | False | None | None | False | None | False | 17637.72 | 0 | | 3826844 | 145759 | None | code13 | Providing and laying 60mm thick factory made cement concrete paver
block of approved shape and colour of M -30 grade made of C D waste
by block making machine with vibratory compaction laid in required
pattern and including over 50mm thick compacted bed of coarse sand,
filling the joints with fine sand etc. all complete as per the direction of
Engineer-in-charge | Sqm | 279.0 | 279.0 | 120.0 | False | None | None | False | None | False | 33480.0 | 0 | | 3826845 | 145759 | None | code14 | 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)
2.1.3 Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6430.29 | 6430.29 | 1.2 | False | None | None | False | None | False | 7716.348 | 0 |
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