| 1726815204000 | 0 | None | None | Buildings | 1 Construction of Sumudhai Bhavan at Yallama Temple at Idali Tott in Ward no 08 2 Providing and installing Paver block at Ward no 8 at Yallama temple in Idali Tott | 463879.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4036342 | 156577 | 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 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth PWD Common DSR 2023-24 Volume 1 (P No: 9 I.No:1.14.1) Rate 363.00+5%=381.15 | Cum | 381.15 | 381.15 | 7.8599 | False | None | None | False | None | False | 2995.800885 | 0 | | 4036343 | 156577 | None | code02 | 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. M 10 Grade Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No: 15 I.No:2.1.3 )Rate 5989.00 +5%=6288.45 | Cum | 6288.45 | 6288.45 | 3.129 | False | None | None | False | None | False | 19676.56005 | 0 | | 4036344 | 156577 | None | code03 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Foundation in CM 1:6. PWD building DSR 2023-24 Volume 2 (P No: 9 I.No:5.5 )Rate 6374.00+5%=6692.70 | Cum | 6692.7 | 6692.7 | 5.22 | False | None | None | False | None | False | 34935.894 | 0 | | 4036345 | 156577 | 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 necessary, 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. 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) Rate 6323.00+5%=6639.15 | Cum | 6639.15 | 6639.15 | 9.1097 | False | None | None | False | None | False | 60480.664755 | 0 | | 4036346 | 156577 | None | code05 | 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 RCC Form Works Foundation up to plinth Consider 8% PWD Common DSR 2023-24 Volume 2 (P No: A-7 I.No:22.2) | Cum | 531.1 | 531.1 | 1.011 | False | None | None | False | None | False | 536.9421 | 0 | | 4036347 | 156577 | None | code06 | 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 RCC Form Works Plinth Beam Consider 50% PWD Common DSR 2023-24 Volume 2 (P No: A-7 I.No:22.2) | Cum | 3319.5 | 3319.5 | 1.656 | False | None | None | False | None | False | 5497.092 | 0 | | 4036348 | 156577 | None | code07 | 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 RCC Form Works Column Consider 50% PWD Common DSR 2023-24 Volume 2 (P No: A-7 I.No:22.2) | Cum | 4647.4 | 4647.4 | 1.449 | False | None | None | False | None | False | 6734.0826 | 0 | | 4036349 | 156577 | None | code08 | 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 RCC Form Works Lintels, Roof beams Consider 60% PWD Common DSR 2023-24 Volume 2 (P No: A-7 I.No:22.2) | Cum | 3983.49 | 3983.49 | 1.5364 | False | None | None | False | None | False | 6120.234036 | 0 | | 4036350 | 156577 | 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 RCC Form Works Roof Slabs Consider 50% PWD Common DSR 2023-24 Volume 2 (P No: A-7 I.No:22.2) | Cum | 3319.57 | 3319.57 | 3.4573 | False | None | None | False | None | False | 11476.749361 | 0 | | 4036351 | 156577 | None | code10 | 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 SR 2023-24 Volume 1 (P No: 18 I.No: 2.11.h) . Rate 79011.00+5%=82961.55 | MT | 82961.55 | 82961.55 | 0.7151 | False | None | None | False | None | False | 59325.804405 | 0 | | 4036352 | 156577 | None | code11 | 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. PWD Common DSR 2023-24 Volume 1 (P No: 9 I.No:1.9) Rate 266.00+5%=279.30 | Cum | 279.3 | 279.3 | 23.166 | False | None | None | False | None | False | 6470.2638 | 0 | | 4036353 | 156577 | None | code12 | Providing Brick work with common burnt clay 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. PWD building DSR 2023-24 Volume 2 (P No: 13 I.No:6.4 )Rate 8611.00+5%=9041.55 | Cum | 9041.55 | 9041.55 | 12.036 | False | None | None | False | None | False | 108824.0958 | 0 | | 4036354 | 156577 | None | code13 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 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 building DSR 2023-24 Volume 2 (P No: 41 I.No:8.1.2 )Rate 241.00+5%=253.05 | Sqm | 253.05 | 253.05 | 157.526 | False | None | None | False | None | False | 39861.9543 | 0 | | 4036355 | 156577 | None | code14 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. PWD building DSR 2023-24 Volume 2 (P No: 78 I.No:11.6.3) Rate 2275.00+5%=2388.75 | Sqm | 2388.75 | 2388.75 | 3.15 | False | None | None | False | None | False | 7524.5625 | 0 | | 4036356 | 156577 | None | code15 | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be m | Sqm | 5274.15 | 5274.15 | 5.76 | False | None | None | False | None | False | 30379.104 | 0 | | 4036357 | 156577 | None | code16 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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 building DSR 2023-24 Volume 2 (P No: 48 I.No:8.39) Rate 127.00+5%=133.35 | Sqm | 133.35 | 133.35 | 157.526 | False | None | None | False | None | False | 21006.0921 | 0 | | 4036358 | 156577 | None | code17 | Compacting Original Ground 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 Road and bridges SR 2023-24 Volume 3 (P No:17 I.No: 3.7) . Rate 105.00+5%=110.25 | Cum | 110.25 | 110.25 | 2.475 | False | None | None | False | None | False | 272.86875 | 0 | | 4036359 | 156577 | None | code18 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) PWD Road and bridges SR 2023-24 Volume 3 (P No:51 I.No: 6.8.2) . Rate 1161.00+5%=1219.05 | Sqm | 1219.05 | 1219.05 | 33.0 | False | None | None | False | None | False | 40228.65 | 0 | | 4036360 | 156577 | None | code19 | 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. M 10 Grade Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No: 15 I.No:2.1.3 )Rate 5989.00 +5%=6288.45 | Cum | 6288.45 | 6288.45 | 0.232 | False | None | None | False | None | False | 1458.9204 | 0 | | 4036361 | 156577 | None | code20 | 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 Form Works Consider 5% PWD Common DSR 2021-22 Volume 2 (P No: A-7 I.No:22.2) | Cum | 314.42 | 314.42 | 0.232 | False | None | None | False | None | False | 72.94544 | 0 |
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