4064638 | 158050 | None | code02 | Planting of Trees Digging pits of size 0.75mx0.75mx0.75m and filling upto 50 percent of the pits with top excavated soil and remaining 50 Percent with sand-0.035 Cum, Fym-0.070 Cum, Red Earth-0.105Cum. in 1:2:3 proportion and planting with well established plants. Exclusive of cost of plants and inclusive of ingredients | Each | 389.0 | 389.0 | 106.0 | False | None | None | False | None | False | 41234.0 | 0 |
4064639 | 158050 | None | code01 | Cutting and clearing thin jungle including removal of roots with a intitial lead of 50 m and life of 1.50 m and General Cleaning Removal of dried leaves, solid waste and cleaning of the area | Sqm | 8.5 | 8.5 | 5683.0 | False | None | None | False | None | False | 48305.5 | 0 |
4064640 | 158050 | None | code03 | Cost of the Plant 2.5 - 5 feet Height | Each | 250.0 | 250.0 | 106.0 | False | None | None | False | None | False | 26500.0 | 0 |
4064641 | 158050 | None | code04 | Height of plant 5-10 feet | Each | 600.0 | 600.0 | 106.0 | False | None | None | False | None | False | 63600.0 | 0 |
4064642 | 158050 | None | code05 | Shrubs in Isolated Plants Digging pits of size 0.45 x 0.45 x 0.45 filling up to 50 percent of the pits with top excavated soil and remaining 50 percent with the mixture of sand- 0.007 Cum, FYM-0.014, Red earth-0.021Cum in 1:2:3 proportion. Exclusive of cost of plants and inclusive of ingredients | Each | 87.0 | 87.0 | 200.0 | False | None | None | False | None | False | 17400.0 | 0 |
4064643 | 158050 | None | code06 | Cost of the Plant including Transportation and Handling Charges | Each | 200.0 | 200.0 | 200.0 | False | None | None | False | None | False | 40000.0 | 0 |
4064644 | 158050 | None | code07 | Shrubs in Groups Developing the area for shrubs by digging to a depth of 0.45 m, filling 50 percent with sand-0,0375 Cum, FYM-0.075 Cum, Red earth-0.21 in 1:2:3 proportion and planting with well established plants (8 plants per sq mtr) exclusive of cost of plants and inclusive of ingredients | Sqm | 435.0 | 435.0 | 90.0 | False | None | None | False | None | False | 39150.0 | 0 |
4064645 | 158050 | None | code08 | Cost of the Plant (8 Plants per Sqm) including Transportation and Handling Charges | Sqm | 600.0 | 600.0 | 90.0 | False | None | None | False | None | False | 54000.0 | 0 |
4064646 | 158050 | None | code09 | Planting of Ground Cover Plants Developing the area for ground cover pants by digging to a depth of 0.45 m, filling 50 percent of the area with excavated top soil and remaining 50 percent with sand-0.0375 Cum, FYM-0.075Cum, Red earth-0.112 Cum in 1:2:3 proportion | Sqm | 435.0 | 435.0 | 60.0 | False | None | None | False | None | False | 26100.0 | 0 |
4064647 | 158050 | None | code10 | Cost of the Plants (10 Plants per Sqm) including Transportation and Handling Charges | Sqm | 350.0 | 350.0 | 60.0 | False | None | None | False | None | False | 21000.0 | 0 |
4064648 | 158050 | None | code11 | Bulbous Bed Developing bulbous beds by digging to a depth of o.45 m filling 50 percent of the area with Excavated top soil remaining 50 percentage with sand-0.0375 Cum, FYM-0.075 Cum, Red Earth-0.112 Cum in 1:2:3 proportion and planting with bulbs at a spacing of 0.2m x 0.3m for canna and Tuberous, 0.2m x 0.2m for gladiolus and other Bulbs/Corms. Exclusive of cost of bulbs/corms and Inclusive of cost of ingradients | Sqm | 435.0 | 435.0 | 20.0 | False | None | None | False | None | False | 8700.0 | 0 |
4064649 | 158050 | None | code12 | Cost of the Corms, Bulbs (10 per Sqm) ( including Transportation and Handling Charges) | Sqm | 200.0 | 200.0 | 20.0 | False | None | None | False | None | False | 4000.0 | 0 |
4064650 | 158050 | None | code13 | Hedges, Developing hedges by digging trenches of size 0.45 m x 0.45 m, filling 50 percent of the trench with excavated top soil and remaining 50 percent with the mixture of sand-0.0112 Cum, FYM-0.0224Cum in 1:2:3 proportion. Exclusive of cost plants and inclusive ingredients (Minimum of 4-5 species at 15-20 mtrs alternative intervals syzygium campanulatum etc) | Rmtr | 195.0 | 195.0 | 2062.0 | False | None | None | False | None | False | 402090.0 | 0 |
4064651 | 158050 | None | code14 | Cost of plants (7 Plant per Rmtr) | Rmtr | 210.0 | 210.0 | 2062.0 | False | None | None | False | None | False | 433020.0 | 0 |
4064652 | 158050 | None | code15 | LAWN, Cleaning the site by scraping and removing top layer of soil, removing unwanted debris, grass, along with excavated earth to a distance of 500 m from the spot, including lead, lift loading and unloading charges (1x1x0.15m) | Sqm | 69.04 | 69.04 | 15.0 | False | None | None | False | None | False | 1035.6 | 0 |
4064653 | 158050 | None | code16 | First DIGGING FOR LAWN, Earthwork digging including removing weeds. debris if any and breaking of clumps watering etc. to a depth of of 0.45 m | Sqm | 97.16 | 97.16 | 15.0 | False | None | None | False | None | False | 1457.4 | 0 |
4064654 | 158050 | None | code17 | Second DIGGING FOR LAWN, Digging for second time and removing weeds if any miner leveling to a depth of 0.45 m | Sqm | 48.58 | 48.58 | 15.0 | False | None | None | False | None | False | 728.7 | 0 |
4064655 | 158050 | None | code18 | Soil Filling for Lawn : Supply and stocking good quality red earth etc. for filling the top layer to a depth of 0.15 m 1x1x0.15 | Sqm | 65.81 | 65.81 | 15.0 | False | None | None | False | None | False | 987.15 | 0 |
4064656 | 158050 | None | code19 | Providing Sand, FYM and Red earth in the ratio of 1:3:6 and spreading to a depth of 7.5 cm at the required site | Sqm | 53.8 | 53.8 | 15.0 | False | None | None | False | None | False | 807.0 | 0 |
4064657 | 158050 | None | code20 | Super Phospates, Neeem oil cake, Bone meal, Furodon and Ammonium Sulphate. | Sqm | 16.0 | 16.0 | 15.0 | False | None | None | False | None | False | 240.0 | 0 |
4064658 | 158050 | None | code21 | Turf | Sqm | 240.0 | 240.0 | 15.0 | False | None | None | False | None | False | 3600.0 | 0 |
4064659 | 158050 | None | code22 | Supply of Good Quality Red Soil for Gardening and Growing of Plants, Shrubs, Etc. Including the Percentage weightage given to BBMP Area | Cum | 438.75 | 438.75 | 60.0 | False | None | None | False | None | False | 26325.0 | 0 |
4064660 | 158050 | None | code23 | Sprinkler System, Providing and fixing of sprinkler system with in the site with good quality PVC pipes, ISI marked sprinklers, control valves and fitiings etc. Including excavation and back filling trenches. As per the specification and direction of the concerned officer. Rates may be quoted as per data rate specific to the field condition. | Each | 4000.0 | 4000.0 | 32.0 | False | None | None | False | None | False | 128000.0 | 0 |
4064661 | 158050 | None | code24 | Drilling bore well with all accessories and BESCOM conneection | Nos | 650000.0 | 650000.0 | 1.0 | False | None | None | False | None | False | 650000.0 | 0 |
4064662 | 158050 | None | code25 | Roystonea Regia : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Roystonea Regia 180cm - 240cm height, Royal Palm Including cost of plant, materials, transporation and handling and planting Cost. | Each | 2500.0 | 2500.0 | 10.0 | False | None | None | False | None | False | 25000.0 | 0 |
4064663 | 158050 | None | code26 | Caryota Urens : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Caryota Urens 240cm - 300cm height, Fish tail palm Including cost of plant, materials, transporation and handling and planting Cost. | Each | 2500.0 | 2500.0 | 10.0 | False | None | None | False | None | False | 25000.0 | 0 |
4064664 | 158050 | None | code27 | Livistona Chinensis : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Livistona Chinensis 90cm height. Including cost of plant, materials, transporation and handling and planting Cost. | Each | 500.0 | 500.0 | 16.0 | False | None | None | False | None | False | 8000.0 | 0 |
4064665 | 158050 | None | code28 | Ficus Panda : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Ficus Panda 90cm - 150cmm height. Including cost of plant, materials, transporation and handling and planting Cost. | Each | 2500.0 | 2500.0 | 16.0 | False | None | None | False | None | False | 40000.0 | 0 |
4064666 | 158050 | None | code29 | Yucca Species silver Anniversary : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Yucca Species silver Anniversary 90cm - 150cm height. Including cost of plant, materials, transporation and handling and planting Cost. | Each | 2500.0 | 2500.0 | 13.0 | False | None | None | False | None | False | 32500.0 | 0 |
4064667 | 158050 | None | code30 | Pulmeria Rubra : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Pulmeria Rubra 150cm - 240cm height. Including cost of plant, materials, transporation and handling and planting Cost. | Each | 3000.0 | 3000.0 | 138.0 | False | None | None | False | None | False | 414000.0 | 0 |
4064668 | 158050 | None | code31 | Pulmeria Pudica : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Pulmeria Pudica 150cm - 240cm height. Including cost of plant, materials, transporation and handling and planting Cost. | Each | 1000.0 | 1000.0 | 328.0 | False | None | None | False | None | False | 328000.0 | 0 |
4064669 | 158050 | None | code32 | Woodyetia Bifurcata : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Woodyetia Bifurcata 120cm - 150cm height. Including cost of plant, materials, transporation and handling and planting Cost. | Each | 2500.0 | 2500.0 | 20.0 | False | None | None | False | None | False | 50000.0 | 0 |
4064670 | 158050 | None | code33 | Adenium Obesum : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Adenium Obesum 60cm - 90cm height. Including cost of plant, materials, transporation and handling and planting Cost. | Each | 500.0 | 500.0 | 26.0 | False | None | None | False | None | False | 13000.0 | 0 |
4064671 | 158050 | None | code34 | Latania Rubra : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Latania Rubra 120cm - 150cm height. Including cost of plant, materials, transporation and handling and planting Cost. | Each | 1800.0 | 1800.0 | 13.0 | False | None | None | False | None | False | 23400.0 | 0 |
4064672 | 158050 | None | code35 | Alpinia purpurata : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Alpinia purpurata 60cm - 90cm height. Including cost of plant, materials, transporation and handling and planting Cost. | Each | 800.0 | 800.0 | 24.0 | False | None | None | False | None | False | 19200.0 | 0 |
4064673 | 158050 | None | code36 | Brassaia actinophylla : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Brassaia actinophylla 150cm - 210cm height. Including cost of plant, materials, transporation and handling and planting Cost. | Each | 1800.0 | 1800.0 | 24.0 | False | None | None | False | None | False | 43200.0 | 0 |
4064674 | 158050 | None | code37 | Terminalia mantaly : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Terminalia mantaly 150cm - 210cm height. Including cost of plant, materials, transporation and handling and planting Cost. | Each | 2100.0 | 2100.0 | 13.0 | False | None | None | False | None | False | 27300.0 | 0 |
4064675 | 158050 | None | code38 | Plumeria singaporensis : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Plumeria singaporensis dwarf 60cm - 90cm height. Including cost of plant, materials, transporation and handling and planting Cost. | Each | 2500.0 | 2500.0 | 13.0 | False | None | None | False | None | False | 32500.0 | 0 |
4064676 | 158050 | None | code39 | Fureraca foetida : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Fureraca foetida 60cm - 90cm height. Including cost of plant, materials, transporation and handling and planting Cost. | Each | 1200.0 | 1200.0 | 13.0 | False | None | None | False | None | False | 15600.0 | 0 |
4064677 | 158050 | None | code40 | Callistemon occidentalis : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Callistemon occidentalis 120cm - 150cm height. Including cost of plant, materials, transporation and handling and planting Cost. | Each | 1200.0 | 1200.0 | 38.0 | False | None | None | False | None | False | 45600.0 | 0 |
4064678 | 158050 | None | code41 | Phoniex roebelenii : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Phoniex roebelenii 90cm - 120cm height. Including cost of plant, materials, transporation and handling and planting Cost. | Each | 1200.0 | 1200.0 | 10.0 | False | None | None | False | None | False | 12000.0 | 0 |
4064679 | 158050 | None | code42 | Ravenala madagascariensis : Digging pits size 0.75m x 0.75m x 0.75 filling up to 50 percent the pits with top excavated soil and remaining 50 percentage with sand, Fym and Red earth 0.021 cum in the ratio of 1:2:3 and planting of Ravenala madagascariensis 90cm - 120cm height. Including cost of plant, materials, transporation and handling and planting Cost. | Each | 800.0 | 800.0 | 24.0 | False | None | None | False | None | False | 19200.0 | 0 |
4064680 | 158050 | None | code43 | Maintenace for 12 Months | Nos | 89737.5 | 89737.5 | 12.0 | False | None | None | False | None | False | 1076850.0 | 0 |
4064681 | 158050 | None | code44 | Fixing of Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed (average thickness) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) Page No-95 Vol-3 Item No-10.16 SR 2023-24 | Sqm | 532.4 | 532.4 | 775.0 | False | None | None | False | None | False | 412610.0 | 0 |
4064682 | 158050 | None | code45 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)300 x 250 x 100 mm size Page No-95 Vol-3 Item No-10.16 SR 2023-24 Page No-74 Vol-3 Item No-8.42.1 SR 2023-24 | Mtr | 333.3 | 333.3 | 544.0 | False | None | None | False | None | False | 181315.2 | 0 |
4064683 | 158050 | None | code46 | 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 Page No-51 Vol-3 Item No-6.8.2 SR 2023-24 | Sqm | 1277.1 | 1277.1 | 775.0 | False | None | None | False | None | False | 989752.5 | 0 |
4064684 | 158050 | None | code47 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sqm Page No-123 Vol-3 Item No-13.14 SR 2023-24. | Sqm | 92.4 | 92.4 | 186.0 | False | None | None | False | None | False | 17186.4 | 0 |
4064685 | 158050 | None | code48 | Kerb : Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds
of soils Depth upto 1.5 m Page No-5 Vol-1 Item No-1.4.1 SR 2023-24 | Cum | 266.2 | 266.2 | 116.25 | False | None | None | False | None | False | 30945.75 | 0 |
4064686 | 158050 | None | code49 | Kerb : 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 Vol-3 Item No-4.17 SR 2023-24 | Cum | 2814.9 | 2814.9 | 116.25 | False | None | None | False | None | False | 327232.125 | 0 |
4064687 | 158050 | None | code50 | Providing and applying enamel metal paint two coats (excluding priming coat) over new steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, complete as per specifications. (Page, 123 Item 15.74) | m | 110.77 | 110.77 | 800.0 | False | None | None | False | None | False | 88616.0 | 0 |
4064688 | 158050 | None | code51 | Chain link fabric fencing mesh of size 50 x 50 mm made of GI wire of dia 4 mm | Sqm | 363.0 | 363.0 | 312.0 | False | None | None | False | None | False | 113256.0 | 0 |
4064689 | 158050 | None | code52 | Fabricating, providing and erecting in poiston of M.S. Ornamental security Grill Gate without hot dip using 75 x 12mm M S Flat for alround frame work with verticals at the centre and horizontal centere support M S Square of 20 x20 mm of different heights as shown in the drawing are to be fixed at 16 cms C/C for square bars of full height and at 8cms C / C for bottom rods providing ornamental C I Designers at the bottom and C I arrows in the midle and top. The entire frame work is to be fixed by means of expansion bolts to the brick pillars with necesary drilling holes. the work includes providing two coats of enamel painting over one coat of red lead ready mix primer coat etc complete cost of all labour, painting, erection charges using hoist pulleycranes with all lead and lift, loading, transporting and unloading using hoist pulley cranes, scaffolding charges and all other incidental charges required for successful completion fo the work as per specification and drawings. (Page, 43 Item 7.31) | Sqm | 148.32 | 148.32 | 418.0 | False | None | None | False | None | False | 61997.76 | 0 |
4064690 | 158050 | None | code53 | 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 (Vol-I P.No-8 I.No-1.14.1 CSR-2023-24) | Cum | 112.2 | 112.2 | 32.6 | False | None | None | False | None | False | 3657.72 | 0 |
4064691 | 158050 | None | code54 | 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 (Vol-I P.No-8 I.No-2.1.2 CSR- 2023-24) | Cum | 6230.4 | 6230.4 | 2.58 | False | None | None | False | None | False | 16074.432 | 0 |
4064692 | 158050 | None | code55 | 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. Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-I P.No-15 I.No- 2.1.2 CSR-2023-24) | Cum | 7840.8 | 7840.8 | 10.6 | False | None | None | False | None | False | 83112.48 | 0 |
4064693 | 158050 | None | code56 | 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.(Vol-I P.No-41 I.No-8.2.1 CSR-2023-24) | Sqm | 324.5 | 324.5 | 36.08 | False | None | None | False | None | False | 11707.96 | 0 |
4064694 | 158050 | None | code57 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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..(Vol-II P.No-41 I.No-8.4.1 CSR-2023-24) | Sqm | 355.3 | 355.3 | 25.52 | False | None | None | False | None | False | 9067.256 | 0 |
4064695 | 158050 | None | code58 | UGT/OHT (inside) waterproofing with Anti-microbial Coating Providing and Applying two component, water-based food grade epoxy resin coating on inside surface of Potable water tank having anti-algae, antifungal, Non-toxic, hygiene cum damp-proof coating Certified by CFTRI as per 21 CFR 175 300 of US FDA, having mixing Ratio (Base: Hardener: Water) 1:1:1 to be applied in 2 coats. Ensure that this coating is applied over the protective plaster, and that Item No. 4 is completed across the entire surface prior to applying the protective plaster. The Waterproofing material shall have Specific Gravity: 1.2, Water vapor permeance: 244.48 g/Sqm/24 hours, as per IS 7809/Pt 2/1977, Adhesion strength: 2 N/mSqm as per ASTM D 4541: 02. The finished cost to include surface preparation completely as per specification.(Vol-II P.No-152 I.No-15.14 CSR-23-24) | Sqm | 1840.3 | 1840.3 | 36.08 | False | None | None | False | None | False | 66398.024 | 0 |
4064696 | 158050 | None | code59 | 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.a. Buildings (Vol-II P.No-18 I.No-2.11a CSR-2023-24) | Cum | 98402.7 | 98402.7 | 1.28 | False | None | None | False | None | False | 125955.456 | 0 |
4064697 | 158050 | None | code60 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.(Vol-V P.No-85 I.No-7.3 CSR-2023-24) | Each | 2354.0 | 2354.0 | 2.0 | False | None | None | False | None | False | 4708.0 | 0 |
4064698 | 158050 | None | code61 | Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete aluminium ladder(Vol-V P.No-88 I.No-7.12.1 CSR 2023-24) | Mtr | 5610.0 | 5610.0 | 2.4 | False | None | None | False | None | False | 13464.0 | 0 |
4064699 | 158050 | None | code62 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m (Vol-I P.No- 6 I.No-1.6.1 CSR-2023-24) | Cum | 532.4 | 532.4 | 135.0 | False | None | None | False | None | False | 71874.0 | 0 |
4064700 | 158050 | None | code63 | 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 (Vol-I P.No-7 I.No-1.10 CSR-2023-24) | Cum | 176.0 | 176.0 | 135.0 | False | None | None | False | None | False | 23760.0 | 0 |
4064701 | 158050 | None | code64 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 20 mm nominal dia pipes ( Vol II P.No-122 I.No- 13.33.1 CSR-2023-24) | Rmtr | 182.6 | 182.6 | 300.0 | False | None | None | False | None | False | 54780.0 | 0 |
4064702 | 158050 | None | code65 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal dia pipes ( Vol II P.No-122 I.No- 13.33.3 CSR-2023-24) | Rmtr | 325.6 | 325.6 | 60.0 | False | None | None | False | None | False | 19536.0 | 0 |
4064703 | 158050 | None | code66 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia pipes ( Vol II P.No-122 I.No- 13.33.4 CSR-2023-24) | Rmtr | 409.2 | 409.2 | 120.0 | False | None | None | False | None | False | 49104.0 | 0 |
4064704 | 158050 | None | code67 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering intotrenches, 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 63mm dia., 6 kg/sqcm & class 3( Vol V P.No-112 I.No-10.1.4 CSR-2023-24) | Rmtr | 177.1 | 177.1 | 200.0 | False | None | None | False | None | False | 35420.0 | 0 |
4064705 | 158050 | None | code68 | Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. 1.00 HP/0.75KW 7 STG ( Vol V P.No-149 I.No-13.6.1 CSR-2023-24) | Each | 14649.8 | 14649.8 | 2.0 | False | None | None | False | None | False | 29299.6 | 0 |
4064706 | 158050 | None | code69 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm ( Vol V P.No-157 I.No-13.24.1 CSR-2023-24) | Each | 1375.0 | 1375.0 | 4.0 | False | None | None | False | None | False | 5500.0 | 0 |
4064707 | 158050 | None | code70 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm ( Vol V P.No-157 I.No-13.25.1 CSR-2023-24) | Each | 1375.0 | 1375.0 | 2.0 | False | None | None | False | None | False | 2750.0 | 0 |
4064708 | 158050 | None | code71 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no for outdoor type NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter etc. complete. Upto 3 HP pumps( Vol V P.No-155 I.No-13.24.1 CSR-2023- 24) | Each | 8250.0 | 8250.0 | 2.0 | False | None | None | False | None | False | 16500.0 | 0 |
4064709 | 158050 | None | code72 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x1.5 Sqm (Vol V P.No-155 I.No-13.22.1 CSR-2023-24) | Mtr | 71.5 | 71.5 | 100.0 | False | None | None | False | None | False | 7150.0 | 0 |
4064710 | 158050 | None | code73 | Details of laying of cost for 60m length of a pipe of an average dia. say 450mm. Slope assumed 1 in 200. Earth work and filling - Minimum depth of trench 0.75+0.45 = 1.20m, Average depth = (1.50+1.20)/2 = 1.35, Width = 0.40 + 0.45 = 0.85 m, 60x0.85x1.35 Rate as per item no. 1.4.1 (Vol 1 P.No-06 I.No-1.6.1) CSR-2023-24) | Mtr | 71.5 | 71.5 | 38.0 | False | None | None | False | None | False | 2717.0 | 0 |
4064711 | 158050 | None | code74 | PVC pipe - OD 110mm and 6 Kg/sqcm (BWSSB Vol 5 P.No-A44 S No 647) CSR-2023-24) | Mtr | 255.0 | 255.0 | 38.0 | False | None | None | False | None | False | 9690.0 | 0 |
4064712 | 158050 | None | code75 | Providing and fixing plan granite benches of 4 feet length and 1 feet width with side arm suports of 18 inch height with all lead and lift and loading and unloding as per the direction of in charge of work including all taxes (South CE Approved Data Rate) | Nos | 17000.0 | 17000.0 | 36.0 | False | None | None | False | None | False | 612000.0 | 0 |
4064713 | 158050 | None | code76 | Gym and Children play equipments : Sand | Cum | 3333.33 | 3333.33 | 137.84 | False | None | None | False | None | False | 459466.2072 | 0 |
4064714 | 158050 | None | code77 | Jelly 40mm dia | Cum | 3333.33 | 3333.33 | 70.4 | False | None | None | False | None | False | 234666.432 | 0 |
4064715 | 158050 | None | code78 | Jelly 20mm dia | Cum | 3238.1 | 3238.1 | 108.3 | False | None | None | False | None | False | 350686.23 | 0 |
4064716 | 158050 | None | code79 | Cements | Nos | 237.5 | 237.5 | 421.0 | False | None | None | False | None | False | 99987.5 | 0 |
4064717 | 158050 | None | code80 | S/F Seated chest press metal-2.5 mm | Nos | 195089.29 | 195089.29 | 1.0 | False | None | None | False | None | False | 195089.29 | 0 |
4064718 | 158050 | None | code81 | S/F Seated chest press metal-2.5 mm | Nos | 139955.36 | 139955.36 | 2.0 | False | None | None | False | None | False | 279910.72 | 0 |
4064719 | 158050 | None | code82 | S/F Eliptical cross | Nos | 118750.0 | 118750.0 | 2.0 | False | None | None | False | None | False | 237500.0 | 0 |
4064720 | 158050 | None | code83 | S/F HD health walker metal-2.5 mm thick | Nos | 118750.0 | 118750.0 | 2.0 | False | None | None | False | None | False | 237500.0 | 0 |
4064721 | 158050 | None | code84 | S/F HD Double health walker metal | Nos | 203571.43 | 203571.43 | 2.0 | False | None | None | False | None | False | 407142.86 | 0 |
4064722 | 158050 | None | code85 | S/F of Tai chi spinners metal-2.5 mm thick | Nos | 97544.64 | 97544.64 | 1.0 | False | None | None | False | None | False | 97544.64 | 0 |
4064723 | 158050 | None | code86 | S/F HD Mini SKI Metal-2.5 mm thick | Nos | 135714.29 | 135714.29 | 2.0 | False | None | None | False | None | False | 271428.58 | 0 |
4064724 | 158050 | None | code87 | S/F HD Sit up station metal-2.5 mm thick | Nos | 106026.79 | 106026.79 | 2.0 | False | None | None | False | None | False | 212053.58 | 0 |
4064725 | 158050 | None | code88 | S/F HD Twist stepper metal-2.5 mm | Nos | 152678.57 | 152678.57 | 2.0 | False | None | None | False | None | False | 305357.14 | 0 |
4064726 | 158050 | None | code89 | S/F of big shoulder wheel metal-2.5mm | Nos | 101785.71 | 101785.71 | 2.0 | False | None | None | False | None | False | 203571.42 | 0 |
4064727 | 158050 | None | code90 | S/F of pull down challenger metal | Nos | 203571.43 | 203571.43 | 2.0 | False | None | None | False | None | False | 407142.86 | 0 |
4064728 | 158050 | None | code91 | F/P Recting in position of MS hot dip | Sqm | 7756.07 | 7756.07 | 37.5 | False | None | None | False | None | False | 290852.625 | 0 |
4064729 | 158050 | None | code92 | Two Seater swing | Nos | 39017.86 | 39017.86 | 2.0 | False | None | None | False | None | False | 78035.72 | 0 |
4064730 | 158050 | None | code93 | P/F Childreen play spring rider duck | Nos | 30535.71 | 30535.71 | 2.0 | False | None | None | False | None | False | 61071.42 | 0 |
4064731 | 158050 | None | code94 | P/F CPVP pipes | Mtr | 303.0 | 303.0 | 55.0 | False | None | None | False | None | False | 16665.0 | 0 |
4064732 | 158050 | None | code95 | P/F Flip type dust bin | Nos | 4071.43 | 4071.43 | 10.0 | False | None | None | False | None | False | 40714.3 | 0 |
4064733 | 158050 | None | code96 | P/F PC CM Designer tiles-25 mm thick | Sqm | 1107.7 | 1107.7 | 306.89 | False | None | None | False | None | False | 339942.053 | 0 |
4064734 | 158050 | None | code97 | Labour charges Execution of items | Rs | 307217.0 | 307217.0 | 1.0 | False | None | None | False | None | False | 307217.0 | 0 |
4064735 | 158050 | None | code98 | Miscellaneous | Rs | 7750.08 | 7750.08 | 1.0 | False | None | None | False | None | False | 7750.08 | 0 |