Command Area Development Authority Tender

Page No. 37-38, Item No.1.14.1 - 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 (Page No. 37-38, Item No.1.14.1 PWD CSR Vol-1 for the year 2023-24 Continued for the year 2024-25 )

Page No 33-34, Item 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 materials,usage& all other appurtenaces required to complete the work (Page No 33-34, Item 1.8 of PWD CSR for the year 2023-24 Continued for the year 2024-25 / Volume-1)

Page No 26, Item no 4.17 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Page No 26, Item no 4.17 of PWD CSR for the year 2023-24 Continued for the year 2024-25 / Volume-3)

Page No 51, Item no 6.60 - Plain Cement Pavement Quality M30 grade Concrete (RMC) with oPC & GGBS laid without Paver Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m 3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008, Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) (Page No 51, Item no 6.60 of PWD CSR for the year 2023-24 Continued for the year 2024-25 / Volume-3)

Page No 58-59, Item 2.1.3 - 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 ofall materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. (Page No 58-59, Item 2.1.3 of PWD CSR for the year 2023-24 Continued for the year 2024-25 / Volume-1)

Page No 16, Item 2.4.1 - Providing and laying in position cement concrete for all Sub structures of building, Irrigation works, Sub structure works ofbridges, Drain works & other parallel works from 0.50m to 3.50 mheight. The granite/trap/basalt crushed graded coarse aggregates andfine aggregates as per relevant IS Codes machine mixed with superplasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, 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 technicalspecifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates. (Page No 16, Item 2.4.1 of PWD CSR for the year 2023-24 Continued for the year 2024-25 / Volume-1)

Page No 146, Item No 16.15 C - Providing and Laying Cement Concrete pipe NP3 750 mm dia ( burried conduits)on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but exluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. (Page No 146, Item No 16.15 C CSR for the year 2023-24 Continued for the year 2024-25 / Volume-3 )

Page No.7, Item No 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.(Page No.7, Item No 1.9 of PWD CSR for the year 2023-24 Continued for the year 2024-25 / Volume-1)