1707888334000 | 0 | None | None | Other Works | CONSTRUCTION OF WELCOME ARCH AND WINDROW PLATFORM AT SWM SITE IN SEDAM TOWN | 2928820.3 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2582280 | 80093 | None | code01 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work PWD SR 2023-24 Volume-I Page.No-08 Item No 1.14.1 | Cum | 107.1 | 107.1 | 450.0 | False | None | None | False | None | False | 48195.0 | 0 | 2582281 | 80093 | None | code02 | 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. PWD SR 2023-24 Volume-III Pg. No. 17 It. No. 3.7 | Cum | 110.25 | 110.25 | 60.0 | False | None | None | False | None | False | 6615.0 | 0 | 2582282 | 80093 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates PWD CSR 2023-24 Volume- I It. No. 2.1.2 Pg. No. 15 | Cum | 5947.2 | 5947.2 | 6.48 | False | None | None | False | None | False | 38537.856 | 0 | 2582283 | 80093 | None | code04 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) PWD CSR 2023-24 Volume II Pg. No. 9 and It. No. 5.2 | Cum | 6948.9 | 6948.9 | 44.568 | False | None | None | False | None | False | 309698.5752 | 0 | 2582284 | 80093 | None | code05 | Quarry spalls, KSRRB M-100-1 Loading and Unloading of Stone Boulder / Stone aggregate / Sand/ Kanker / Moorum. PWD DSR 2018-19 Pg. No. 15 and 132 It.No. 2.1.2 and 17.1 | Cum | 309.85 | 309.85 | 160.632 | False | None | None | False | None | False | 49771.8252 | 0 | 2582285 | 80093 | None | code06 | Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, trnsporting to site,spreading, grading to required slope and compacted to meet requirement of table No. 300-2 - PWD SR 2023-24 Volume - III Pg. No.17 It. No. 3.6 | Cum | 517.65 | 517.65 | 182.632 | False | None | None | False | None | False | 94539.4548 | 0 | 2582286 | 80093 | None | code07 | Construction of Granular sub base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per specifications clause (Grading V Material) - PWD SR Volume III 2023-24 Pg. No. 23 It. No. 4.2 (V) | Cum | 2476.95 | 2476.95 | 96.816 | False | None | None | False | None | False | 239808.3912 | 0 | 2582287 | 80093 | None | code08 | Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. - PWD SR 2023-24 Volume-III Pg. No. 49 It. No. 6.1 | Cum | 5166.0 | 5166.0 | 75.0 | False | None | None | False | None | False | 387450.0 | 0 | 2582288 | 80093 | None | code09 | Supplying, fitting and placing Mild Steel Reinforcement complete as per drawing and technical specification. PWD CSR 2023-24 Volume-I Pg. No.18 It.No. 2.12 | Tonne | 77398.65 | 77398.65 | 4.9538 | False | None | None | False | None | False | 383417.43237 | 0 | 2582289 | 80093 | None | code10 | 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 20mm nominal size graded crushed coarse aggregates PWD CSR 2023-24 Volume-I Pg. No.16 It.No. 2.5.1 | Cum | 6961.5 | 6961.5 | 120.0 | False | None | None | False | None | False | 835380.0 | 0 | 2582290 | 80093 | None | code11 | Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding Form Works as per recommendations of Technical working group rates for form work shall be added on percentage basis to the finished concrete Foundation 5% - PWD SR 2023-24 Volume-I Pg. NO. 111 Sl. No. 3 | Cum | 348.07 | 348.07 | 120.0 | False | None | None | False | None | False | 41768.4 | 0 | 2582291 | 80093 | None | code12 | 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 Dismantling Prestressed / RCC grade M-20 & above by mechanical means PWD CSR 2023-24 Volume-III Pg. No. 10 It. No. 2.8 II b | Cum | 1163.4 | 1163.4 | 3.89 | False | None | None | False | None | False | 4525.626 | 0 | 2582292 | 80093 | None | code13 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In all kinds of soils Depth upto 3 m PWD CSR 2023-24 Volume- I It. No. 1.14.1 Pg. No. 8 | Cum | 107.1 | 107.1 | 62.5 | False | None | None | False | None | False | 6693.75 | 0 | 2582293 | 80093 | 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)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates PWD CSR 2023-24 Volume- I It. No. 2.1.2 Pg. No. 15 | Cum | 5947.2 | 5947.2 | 2.116 | False | None | None | False | None | False | 12584.2752 | 0 | 2582294 | 80093 | None | code15 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. PWD CSR 2023-24 Volume- I It. No. 2.2.1 Pg. No. 15 | Cum | 6601.35 | 6601.35 | 8.712 | False | None | None | False | None | False | 57510.9612 | 0 | 2582295 | 80093 | None | code16 | Additionalities for Formwork, Centering & Scaffolding Foundation upto Plinth b. All other types Pg. No. 111 Item No. 1 (a) Volume-1 Add 3% for Centring | Cum | 198.04 | 198.04 | 8.712 | False | None | None | False | None | False | 1725.32448 | 0 | 2582296 | 80093 | None | code17 | 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 20mm nominal size graded crushed coarse aggregates PWD CSR 2023-24 Volume- I Pg. No. 16 It. No. 2.5.1 | Cum | 6961.5 | 6961.5 | 6.888 | False | None | None | False | None | False | 47950.812 | 0 | 2582297 | 80093 | None | code18 | Additionalities for Formwork, Centering & Scaffolding For RCC Column. PWD CSR Pg. No. 111 Item No.9 Volume-1 Add 70% for Centring | Cum | 4873.05 | 4873.05 | 6.88 | False | None | None | False | None | False | 33526.584 | 0 | 2582298 | 80093 | None | code19 | 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 20mm nominal size graded crushed coarse aggregates PWD CSR 2023-24 Volume- I It. No. 2.5.1 Pg. No. 16 | Cum | 6961.5 | 6961.5 | 3.24 | False | None | None | False | None | False | 22555.26 | 0 | 2582299 | 80093 | None | code20 | Appendix I Additionalities for Formwork, Centering & Scaffolding Beams & Lintels of Building. PWD CSR Volume-1 Pg. No. 112 Item No.14 Add 60% for Centring | Cum | 4176.9 | 4176.9 | 3.24 | False | None | None | False | None | False | 13533.156 | 0 | 2582300 | 80093 | None | code21 | 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. Buildings. PWD CSR 2023-24 Volume-I Pg. No. 18 It. No. 2.11 a | Tonne | 93929.85 | 93929.85 | 1.8837 | False | None | None | False | None | False | 176935.658445 | 0 | 2582301 | 80093 | None | code22 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) PWD CSR 2023-24 Volume- II It. No. 5.2 Pg. No. 9 | Cum | 6948.9 | 6948.9 | 3.24 | False | None | None | False | None | False | 22514.436 | 0 | 2582302 | 80093 | None | code23 | 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. PWD CSR 2023-24 Volume-II Pg. No. 42 It. No. 8.8 | Sqm | 389.55 | 389.55 | 43.2 | False | None | None | False | None | False | 16828.56 | 0 | 2582303 | 80093 | None | code24 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 g/L as per specifications and as per directions of Engineer in charge. PWD CSR 2023-24 Volume-II Pg. No. 50 It. No. 8.55.1 | Sqm | 58.8 | 58.8 | 43.2 | False | None | None | False | None | False | 2540.16 | 0 | 2582304 | 80093 | None | code25 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 g/L, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. PWD CSR 2023-24 Volume-II Pg. No. 50 It. No. 8.53.2 | Sqm | 103.95 | 103.95 | 43.2 | False | None | None | False | None | False | 4490.64 | 0 | 2582305 | 80093 | None | code26 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One coats on old work as per specifications and as per directions of Engineer in charge.. PWD CSR 2023-24 Pg. No. 51 Volume-II It. No. 8.64 | Sqm | 79.8 | 79.8 | 33.6 | False | None | None | False | None | False | 2681.28 | 0 | 2582306 | 80093 | None | code27 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting as per IRC:67:2022 with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans.PWD CSR 2023-24 Volume-III Pg. No. 66 It. No. 8.9 A | Tonne | 90853.35 | 90853.35 | 0.2 | False | None | None | False | None | False | 18170.67 | 0 | 2582307 | 80093 | None | code28 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting as per IRC:67:2022 with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans Aluminium Alloy Plate for Over Head Sign PWD CSR 2023-24 Volume-III Pg. No. 66 It. No. 8.9 B | Sqm | 6108.9 | 6108.9 | 8.0 | False | None | None | False | None | False | 48871.2 | 0 |
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