Sales : +91-777 804 8217
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-10-2025 | Corrigendum 3 | Financial Bid | 30-10-2025 |
| 2 | 18-10-2025 | Corrigendum-2 | Technical Bid | 25-10-2025 |
| 3 | 18-10-2025 | Pre bid minutes | Other | 25-10-2025 |
| Sl. No. | Item Description |
| 1 | LANDSCAPE |
| 2 | EARTH WORK |
| 3 | Base work preparation: Organic Bio pesticides spray to kill the weeds after kill the weeds add watering and losing the soil with out damage any trees and palms roots and removals of all unwanted materials up to 1\" 6\" to 3\".0\" depth this work done only manually & All unwanted materials except good soil shifted by vender by his own cost including shifting the debris out side premises |
| 4 | Supply of red Soil: Supply & stacking of red earth at site to the departmental gauge for pre-measurements which is of light textured, crystalline, porous and friable and not of generally acidic or neutral but not of alkaline and should be fertile, including seignior age charges, cost of transportation, loading, unloading, stacking and inclusive of all taxes etc., complete. ( Note: 80 %of volume of measurements only consider per load the joint measurement will taken with Pmc Incharge)REDSOIL ( 80%) |
| 5 | COCOPEAT: Supply of Coir Pith including cost of transportation, loading, unloading, stacking etc., complete. ( Note: 80% of Volume of measurements only consider per load the joint measurements will taken with PMC INCHARGE)COCOPEAT (10%)- 503.36 cum |
| 6 | Farm yard manure: Supply of well decomposed Farm yard Manure in a powdery form, devoid of soil sand, stones, plastics and other materials, highly nutrient and which supports plant growth.(Note: 80% of Volume of measurements only consider per load the joint measurement will taken with PMC INCHARGE)FARM YARD MANURE-10% (Mixing with Neem cake 1 lorry load manure mix with 25bags of neem cake per loads) |
| 7 | Mixing of red soil alone with cocopeat and farm yead manure as per the above specifications shifting as well back filling to be landscape areas & mixing will be done by JCB (MEPZ Will provide by stock yard to dump the all materials) once landscape work completed they have to clean it and hand over to MEPZMIXING OF RED SOIL COCOPEAT AND MANURE |
| 8 | EARTH WORK FOR GRASS PAVERS |
| 9 | Supply of red Soil: Supply & stacking of red earth at site to the departmental gauge for pre-measurements which is of light textured, crystalline, porous and friable and not of generally acidic or neutral but not of alkaline and should be fertile, including seignior age charges, cost of transportation, loading, unloading, stacking and inclusive of all taxes etc., complete.REDSOIL- 80% (Follow S No 2 Base preparation) |
| 10 | COCOPEAT: Supply of Coir Pith including cost of transportation, loading, unloading, stacking etc., complete.COCOPEAT- 10%- 26.32 CUM (Follow S No 3 Base preparation) |
| 11 | Farm yard manure: Supply of well decomposed Farm yard Manure in a powdery form, devoid of soil sand, stones, plastics and other materials, highly nutrient and which supports plant growth.-10%FARM YARD MANURE-10% (Mixing with Neem cake 1 lorry load manure mix with 25bags of neem cake per loads)- Follow S No 4 Base preparation) |
| 12 | Mixing of red soil alone with cocopeat and farm yead manure as per the above specifications shifting as well back filling to be landscape areas & mixing will be done by JCB (MEPZ Will provide by stock yard to dump the all materials) once landscape work completed they have to clean it and hand over to MEPZMIXING OF RED SOIL COCOPEAT AND MANURE |
| 13 | LAWN |
| 14 | Truffing of Korean grass / Mexican grass including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. |
| 15 | Planting of Shade grass (stenotaphrum secundatum) including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. |
| 16 | TREES |
| 17 | \"Supplying and Planting of Neem tree sapling of height 240–300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\" (Azardirachta indica). |
| 18 | Planting od Pandanus ornamental foliage shrub variety of height 1000 cm in polythene bag of size 10x8 inch including loading and unloading charges, transportation, stacking of saplings at site, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Barringtonia acutangula) Indian Oak |
| 19 | Supplying and Planting of Bauhinia purpurea tree sapling of height 90 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed bythe site in-charge. (Bauhinia purpurea) Orchid tree |
| 20 | Planting of Karuveppillai Herbal plant variety of height 300 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Bauhinia purpurea) curry leaves |
| 21 | \"Supplying and Planting of butea monoperma tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\" (Butea monosperma) Flame of forest |
| 22 | \"Supplying and Planting of Cassia fistula tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\" (Cassia fistula) Golden shower tree |
| 23 | Supplying and Planting of Dalbergia latifolia tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Dalbergia latifolia) Indian rosewood |
| 24 | Supplying and Planting of jacaranda tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Jacaranda mimosifolia) Neel mohar |
| 25 | Supplying and Planting of Lagerstroemia tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Lagerstroemia speciosa) Crape myrtte |
| 26 | \"Supplying and Planting of Michelia champaka (Shenbagam) tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Magnolia champaca) Champaca tree |
| 27 | Supplying and Planting of mango tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Mangifera indica) |
| 28 | Supplying and Planting of Mimusops elengi tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height,includingloadingandunloadingcharges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed bythe site in-charge. (Mimusops elengi) Bakul tree |
| 29 | Supplying and Planting ofkadamba tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Neolmarckia cadamaba) Kadamba |
| 30 | Planting od Pandanus ornamental foliage shrub variety of height 900 cm in polythene bag of size 20x25 inch including loading and unloading charges, transportation, stacking of saplings at site, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Pandanus odorider) |
| 31 | \"Supplying and Planting of Peltophorum tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Peltophorum pterocarpum) Copper pod tree |
| 32 | \"Supplying and Planting of Plumeria tree sapling of height 240–300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Plumeria rubra) Red Fangipani |
| 33 | Supplying and Planting of Ashoka tree sapling of height 240 –300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Polyalthia longifolia) |
| 34 | \"Supplying and Planting of Pungam tree sapling of height 240 –300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\" (Pongamia pinnata) Indian beach tree |
| 35 | Supplying and Planting of Spathodea campanulata tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Spathodea campanulata) African tulip tree |
| 36 | Supplying and Planting of Swietenia mahogani tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Swietenia mahogani) Indian Mahogany |
| 37 | Supplying and Planting of Terminalia catappa tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Terminalia catappa) India almond |
| 38 | Planting of Terminalia Metalica green ornamental foliage Specimen plant variety of height 360 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge (Terminalia mentally) Umberlla tree multi branch |
| 39 | Planting of Terminalia Metalica ornamental foliage Specimen plant variety of height 300 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Terminalia mentally variegated) Madagascar almond tree |
| 40 | PALM |
| 41 | Supplying and Planting of palm variety of height 180-210 cm in polythene bag of size 16x16 inch including supporting stack of 5cm dia casurina pole of 10\" height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\" (Cyperus alternfolis) UMBRELLA PALM |
| 42 | Supplying and Planting of Raphis palm variety of height 180-210 cm in polythene bag of size 16x16 inch including supporting stack of 5cm dia casurina pole of 10\" height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\" (Raphis excelsa) Bamboo palm |
| 43 | Supplying and Planting of Raphis palm variety of height 180-210 cm in polythene bag of size 16x16 inch including supporting stack of 5cm dia casurina pole of 10\" height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\" (Raphis humilis) Fan palm |
| 44 | Supplying and Planting of Raphis palm variety of height 180-210 cm in polythene bag of size 16x16 inch including supporting stack of 5cm dia casurina pole of 10\" height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\" (Rhapis excelsa) Lady palm |
| 45 | SMALL TREE/ LARGE SHRUB |
| 46 | \"Planting of Alocasia ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Alocasia macrorhizza) Giant taro (elephant ears) |
| 47 | Planting of Alocassia variety of height 100 cm in polythene bag of size10x8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Alocassia Macrorrhiza) Giant Taro |
| 48 | Planting of Canna indica varigated Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Canna indica (red)) CANNA LILY |
| 49 | Planting of Canna indica varigated Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Canna indica (reddish orange)) CANNA LILY |
| 50 | Planting of Canna indica varigated Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Canna indica (Yellow)) |
| 51 | \"Supplying and Planting of Plumeria tree sapling of height 240–300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Plumeria alba) Frangipani (Yellowish white) Multibranch |
| 52 | \"Supplying and Planting of Plumeria tree sapling of height 80 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Plumeria obtusa) Singapore plumeria |
| 53 | Planting of Tecoma goudi choudi foliage shrub variety of height 150 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Tecoma stans) Yellow elder |
| 54 | Planting of thevetia neriifolia foliage shrub variety of height 180 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Thevetia neriifolia) Yellow Oleander |
| 55 | SHRUB |
| 56 | Planting of Acalypha varieties ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Fox tail)Acalypha hispida |
| 57 | Planting of Allamanda dwarf foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Allamanda schottii) Bush allamanda |
| 58 | Planting of Lilly - Hippeastrum Lilly shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of requiredsize, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Amarylis bellodonna (Day lily))Red spder lily |
| 59 | Supplying & planting of plastic Potted plants Anthurium size of dia 12 inch and height 30-45 cm including loading and unloading charges, transportation, etc as directed by the site in-charge.(Anthurium lily) Flamingo lily |
| 60 | Planting of asplenium nidus ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Asplenium nidus) Birds nest fern |
| 61 | Planting of Brahmi of height 150mmin polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Bacopa monnieri) Brahmi |
| 62 | Planting of barleria of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Barleria prionitis)Porcupine flower |
| 63 | Planting of Avaram Herbal plant variety of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Cassia ariculata)Senna ariculata |
| 64 | Planting of Vallarai Herbal plant variety of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Centella asiatica) Asiatic pennyward |
| 65 | Planting of Chlorophytum ornamental foliage Ground cover variety in Polythene bag of size 6x7 inch the rate including loading and unloading charges, transportation, stacking of sapling at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Chlorophytum comosum) Spider Plant |
| 66 | Planting of Vetiver Herbal plant variety of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Chrysopogon zizanioides) |
| 67 | Planting of Clerodendron green/varigated plant ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site-in- charge (Clerodendrum inermis) Wild Jasmine |
| 68 | Planting of Crotons - Codiaeum variegatum ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. |
| 69 | Supply and planting of Cordyline ornamental foliage shrub of height 30-45cm in polythene bag of size 7×8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Cordyline fruticosa) Ti plant |
| 70 | Supply and planting of Cordyline ornamental foliage shrub of height 30-45cm in polythene bag of size 7×8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Cordyline fruticosa) Ti plant |
| 71 | Planting of Lilly - crinum Lilly shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Crinum asiaticum) Giant crinum lily |
| 72 | Planting of shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Crossandra Infundibuliformis) Firecraker flower |
| 73 | Planting of cyperus papyrus plant variety of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Cyperus papyrus) |
| 74 | Planting of Dendrathema grandiflorum Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. Red Samanthi (Seasonal). |
| 75 | Planting of Dendrathema grandiflorum Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. white Samanthi (Seasonal) |
| 76 | Planting of Dendrathema grandiflorum Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. Yellow Samanthi (Seasonal) |
| 77 | Planting of Dracena marginata ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Dragon tree) |
| 78 | Planting of Dracena Song of India ornamental foliage shrub variety of height 105-120cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Dracaena reflexa) Song of India |
| 79 | Planting of Dracena Song of India ornamental foliage shrub variety of height 105-120cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Dracena reflexa) |
| 80 | Planting of Poinsetia ornamental foliage Specimen plant variety of height 105-120 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Euphorbia pulcherrima) |
| 81 | Planting of Furcarea ornamental foliage Specimen plant variety of height 105-120 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Fucraea foetida) |
| 82 | Planting of Dendrathema grandiflorum Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Heliconia rostrata) |
| 83 | Planting of Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Heliconia rostrata) Heliconia rostrata |
| 84 | Planting of Hibiscus hybrid foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge (Hibiscua coccineus) Swamp Hibiscus |
| 85 | Planting of Hibiscus hybrid foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Hibiscus rosa-sinensis (pink)) |
| 86 | Planting of Hibiscus hybrid foliage shrub variety of height 60-75 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Hibiscus rosa-sinensis (red)) |
| 87 | Planting of Hibiscus hybrid foliage shrub variety of height 60-75 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Hibiscus rosa-sinesis (yellow)) China rose shoe flower |
| 88 | Planting of hydrangea ornamental foliage Specimen plant variety of height 30-45 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Hydrangea macrophylla(blue)) Big leaf hydrangea |
| 89 | Planting of hydrangea ornamental foliage Specimen plant variety of height 30-45 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. Hydrangea macrophylla (pink) Big leaf hydrangea |
| 90 | Planting of Lilly Hymenocallis Lilly (Spider liiy) shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Hymenocallis littorale / Pancratium littorale) white spider lily |
| 91 | Planting of Lilly Hymenocallis Lilly (Spider liiy) shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Hymenocallis littorale) Spider lily |
| 92 | Planting of Lilly Hymenocallis Lilly (Spider liiy) shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Hymenocallis speciosa) Spider lily |
| 93 | Detail of cost each plant Ipomoea purpurea moring glory of height 30cm to 45cm in 20 cm size of Earthen pots/Plastic pots (Ipomoea Purpurea) Morning glory |
| 94 | Planting of Ixora ordinary foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Ixora coccinea) Ixora white |
| 95 | Planting of Ixora ordinary foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Ixora coccinea (red)) Jungle geranium |
| 96 | Planting of Ixora ordinary foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Ixora coccinea) Ixora yellow |
| 97 | Planting of Ixora ordinary foliage shrub variety of height 60-75 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Ixora coccinea /(yellowish orange) (orange)) Chinensis ixora |
| 98 | Planting of Ixora ordinary foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Ixora coccinea (pink)) Jungle geranium (pink) |
| 99 | Planting of Jasmine Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Jasminum sambac) Sambac jasmine |
| 100 | Planting of Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Limnophila aromatica) Rice Paddy Herb |
| 101 | Planting of liriope muscari of height 60-75 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Liriope muscari) Emerald goddess |
| 102 | Planting of Vinca rosea Herbal plant variety of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge (Madagascar periwinkle)Cayenne periwinkle |
| 103 | Planting of Vinca rosea Herbal plant variety of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge (Madagascar periwinkle(pink)) Periwinkle(pink) |
| 104 | Planting of Vinca rosea Herbal plant variety of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge (Madagascar periwinkle(white))Periwinkle(white) |
| 105 | Planting of Mussanda ornamental foliage Specimen plant variety of height 105-120 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Mussaenda spp) Mussanda |
| 106 | Planting of Lilly plant of height 60-75 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Nymphaeaceae) Water lilies |
| 107 | Planting of oxalis of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Oxalis corniculata)Creeping woodsorrel |
| 108 | Planting of Pachystachys lutea -Lollipop plant ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Pachystachys lutea) red lollipop plant |
| 109 | Planting of petunia variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Petunia hybrida (multiflora)) |
| 110 | Planting of Plumbago foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Plumbago auriculata) Blue plumbago |
| 111 | \"Supplying and Planting of Plumeria tree sapling of height 240–300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Plumeria pudica)Frangipani( white) |
| 112 | Planting of pontederia plant variety of height 100 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge (Pontederia Cordata) Pickerel weed |
| 113 | Planting of pontederia plant variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge (Pontederia cordata)Pickerel weed |
| 114 | Planting of pontederia plant variety of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge (Pontederia Cordata) Pickerel weed |
| 115 | Planting of Eranthemum varites ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Pseuderanthemum reticulatum (yellow-veined))golden net bush |
| 116 | Planting of Nanal plant variety of height 60-75 cm on Polythene bagof size 9x8 inchesincluding loading and unloading charges, transportation stacking pf saplings at site earth work excavation of required size planting of sapling refilling of excavated earth etc as directed by the site in charge (Saccharum spomtameum ) Nanal |
| 117 | Supply and planting of ornamental foliage shrub of height 200 cm in polythene bag of size 7×8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site-in-charge. (Saccharum spontaneum) Wild sugarcane |
| 118 | Supply and planting of Spathiphyllum ornamental foliage shrub of height 30-45cm in polythene bag of size 7×8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site-in-charge. (Spathiphyllum wallisii) Peace lily |
| 119 | Supply and planting of Spathiphyllum ornamental foliage shrub of height 30-45cm in polythene bag of size 7×8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site-in-charge. (Spathiphyllum wallisii) Peace lily |
| 120 | Planting of Heliconium foliage shrub variety of height 100 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Strelitzia reginae)bird of paradise |
| 121 | Supply and planting of tagetes erecta ornamental foliage shrub of height 30-45cm in polythene bag of size 7×8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site-in-charge. (Tagetes erecta) Marigold ( seasonal) |
| 122 | Supply and planting of tagetes erecta ornamental foliage shrub of height 30-45cm in polythene bag of size 7×8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site-in-charge. (Tagetes erecta)Marigold |
| 123 | HEDGE |
| 124 | Planting of Acalypha varieties ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Acalypha wilkesiana) |
| 125 | Planting of Acalypha varieties ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Acalypha wilkesiana) Acalypha green leaf |
| 126 | Planting of Duranta new gold Plant ornamental foliage shrub varietyof height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Durenta erecta) Golden durenta |
| 127 | Planting of photinia Plant ornamental foliage shrub variety of height 60-75 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Photinia x fraseri) Red tip photinia |
| 128 | BAMBOO |
| 129 | Supplying and plantng of golden bamboo tree sapling of height 300-360 cm in polythene bag of size 15x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Phyllostachys aurea)Golden Bamboo |
| 130 | GROUND COVER |
| 131 | Planting of Chlorophytum ornamental foliage Ground cover variety in Polythene bag of size 6x7 inch the rate including loading and unloading charges, transportation, stacking of sapling at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Chlorophytum cosmosum) spider plant |
| 132 | Planting of commelina of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Commelina communis) Asiatic Dayflower |
| 133 | Planting of desmodium Ground cover variety in Polythene bag of size 6x7 inch the rate including loading and unloading charges, transportation, stacking of sapling at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.(Desmodium triflorum)Shame plant |
| 134 | Planting of Portulaca ornamental foliage Ground cover variety in Polythene bag of size 6x7 inch the rate including loading and unloading charges, transportation, stacking of sapling at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Portulaca grandiflora) Moss rose |
| 135 | Planting of sagittaria Sagittifolia Ground covervariety in Polythene bag of size 6x7 inch the rate including loading and unloading charges, transportation, stacking of sapling at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Sagittifolia) Arrow head |
| 136 | Planting of Tradescantia ornamental foliage Ground cover variety in Polythene bag of size 6x7 inch the rate including loading and unloading charges, transportation, stacking of sapling at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Tradescantia spathacea) Rhoeo discolor |
| 137 | Planting of Wedelia chinensis foliage Ground covervariety in Polythene bag of size 6x7 inch the rate including loading and unloading charges, transportation, stacking of sapling at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Wedelia Chinensis) False daisy (15 No per Sqm) |
| 138 | Planting of Lilly – Zephyranthus lilly (Rain lilly)shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. Zephyranthus candida (white) Rain Lily (white) |
| 139 | Planting of Lilly – Zephyranthus lilly (Rain lilly)shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Zephyranthus candida (white))Rain Lily (white) |
| 140 | Planting of Lilly – Zephyranthus lilly (Rain lilly)shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Zephyranthus candida (yellow))Rain Lily (yellow) |
| 141 | Planting of Lilly – Zephyranthus lilly (Rain lilly)shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Zephyranthus candida (yellow))Rain Lily (yellow) |
| 142 | Planting of Lilly – Zephyranthus lilly (Rain lilly)shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Zephyranthus candida (Pink)) Rain lily (Pink) |
| 143 | CLIMBERS |
| 144 | \"Planting of Bougainvillea plant variety of height 105-120 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\" (Bougainvillea glabra (pink) |
| 145 | Planting of Bougainvilla foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. Bougainvillea glabra (white) |
| 146 | Planting of Bougainvilla foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Bougainvillea glabra (red)) |
| 147 | Planting of Bougainvilla foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. Bougainvillea glabra (Reddish Orange) |
| 148 | Planting of Rangoon foliage creeper variety of height 300 cm in polythene bag of size 6x7 inch the rate including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Combretum indicum) |
| 149 | Planting of Rangoon foliage creeper variety in polythene bag of size 6x7 inch the rate including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Combretum indicum) |
| 150 | Planting of Phyllodendron varieties ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Monstera deliciosa) Monstera |
| 151 | Planting ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Strongylodon macrobotrys) jade vine |
| 152 | FERN |
| 153 | Planting of fern variety of height 100 cm in Polythene bag of size 6x7 inch the rate including loading and unloading charges, transportation, stacking of sapling at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Acrostichum aureum) Leather fern |
| 154 | Planting of fern variety of height 30-45 cm in Polythene bag of size 6x7 inch the rate including loading and unloading charges, transportation, stacking of sapling at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Athyrium filix) Lady fern |
| 155 | Planting of fern variety of height 60-75 cm in Polythene bag of size 6x7 inch the rate including loading and unloading charges, transportation, stacking of sapling at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Athyrium filix) Lady Fern |
| 156 | Planting of deer fern variety of height 50-60 cm in Polythene bag of size 6x7 inch the rate including loading and unloading charges, transportation, stacking of sapling at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Blechnum spicant) Deer fern |
| 157 | Planting of deer fern variety of height 30-45 cm ornamental foliage Ground cover variety in Polythene bag of size 6x7 inch the rate including loading and unloading charges, transportation, stacking of sapling at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Blechnum spicant) Deer Fern |
| 158 | Planting of deer fern variety of height 30-45 cm in Polythene bag of size 6x7 inch the rate including loading and unloading charges, transportation, stacking of sapling at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge ( Hymenocallis speciosa) Sword fern |
| 159 | Planting of fiddle leaf fern height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Matteuccia struthiopteris) Fiddlehead fern |
| 160 | GRASS |
| 161 | Planting of Caladium kinds ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Caladium bicolor) Miss muffet ,elephants ear |
| 162 | Planting of Lemon grass Herbal plant variety of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Cymbopogon citratus) Lemon grass |
| 163 | Planting of Cynodon dactylon (Arugampul) Grass including necessary soil preparation, transportation, loading and unloading charges etc., as directed by the site in-charge. Bermuda grass |
| 164 | Truffing of Korean grass / mexican grass including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site incharge. (Cynodon dactylon)Bermuda grass |
| 165 | Planting of Cynodon dactylon (Arugampul) Grass including necessary soil preparation, transportation, loading and unloading charges etc., as directed by the site in-charge. (Cynodon dactylon)Mexican grass |
| 166 | Planting ofGrass including necessary soil preparation, transportation, loading and unloading charges etc., as directed by the site in-charge. (Phiopogon Jaburan) MONDO GRASS |
| 167 | Planting ofGrass including necessary soil preparation, transportation, loading and unloading charges etc., as directed by the site in-charge. (Ophiopogon Jaburan ) MONDO GRASS |
| 168 | Planting ofGrass including necessary soil preparation, transportation, loading and unloading charges etc., as directed by the site in-charge. (Pandanus Pygmaeus)SMALL SCREWPINE |
| 169 | Planting ofGrass including necessary soil preparation, transportation, loading and unloading charges etc., as directed by the site in-charge. (Pennisetum Setaceum Rubrum) RED FOUNTAIN GRASS |
| 170 | Planting ofGrass including necessary soil preparation, transportation, loading and unloading charges etc., as directed by the site in-charge. (Pogonatherum Paniceum)BABY BAMBOO |
| 171 | planting of Korean grass / mexican grass including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Stenotaphrum secundatum ) St.Augustine grass |
| 172 | Planting of Shade grass including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Stenotaphrum secundatum)Saint augustine Grass+ pavers |
| 173 | Planting of Shade grass including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Stenotaphrum secundatum) Saint augustine Grass+ pavers |
| 174 | Supply and planting of grass ornamental foliage shrub of height 100 cm in polythene bag of size 7×8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size,planting of sapling, refilling of excavated earth etc as directed by the site-in-charge. (Typha augustfolia) Bulrush /Narrow leaf cattasi |
| 175 | Supply and planting of ornamental foliage shrub of height 30-45cm in polythene bag of size 7×8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site-in-charge. (Typha augustfolia) Bulrush /Narrow leaf cattasi |
| 176 | Green House |
| 177 | Green House: Providing and erecting green housein a size of 100\"x20\" by using M S hollow pipe section of 50 mm dia 3mm thickat 10\" interval C/C ( 33 Nos ,3 rows of 11 each) along with 150mmx150mm x6mm thick base plate with ahelp of 200x200x300mm height concrete footing along with support frame of 50mmx50mm L angle at the sides in the bottom,middle and in the topconnecting all MS pipe on bothe directionsalong with 100percent shade greennet including all necessary items etc to erect at site |
| 178 | TREE REMOVAL |
| 179 | Tree Removal : Existing Trees need to be removed from the site asper the drawing including excavation, cutting and debris removal fromthe site along with tree root,branches and back fill theexcavated area with red soil & Some of dead trees to be removed and dead treesand removed from the site ( Height will be 10\" 0\" to 25\".0\") |
| 180 | TREE TRANSPLANTING |
| 181 | Tree Transplanting: Existing trees need to be removed and transplantedwithin the site as per the drawingby carefully removing the earth ball of 1m Radius by using machines and replant in site including all necessary items etc to finish it.m ( Height will be 10\".0\" to 25\".0\") |
| 182 | REMOVING OF SHRUBS AND GROUND COVERS |
| 183 | Removing of existing shrubs and ground covers with out damage the plants reporting the new covers with red soil and manure cocopeat kept in the vender green house cover size will be 13x13to 15x15 The quoted rates are inclusive of removing the plants through labours and proper Herticulture supervision and maintain it his own cost including up to planting after landscape base work complete |
| 184 | VERMICOMPOST PIT FOR 1 NO OF 3000MMX1800X1500MM DEPTH ( 20 No) |
| 185 | Earth work excavation for foundation in all kinds soils in varying depths including dismantling any masonry or roots met within foundation and shoring with planks, baling water if necessary and filling the sides with excavated earth including clearing and levelling site etc., complete with an initial lead of 10m.and lift of 2mEXCAVATION |
| 186 | Plain Cement Concrete (PCC): Supply, placing and leveling of site-mix Cement concrete 1:3:6 mix top smooth finish cost including all material to site, all labour charges and other necessary to complete. Plain Cement Concrete (PCC) |
| 187 | Random rubble wall: Supplying, placing, constructing foundation with random rubble wall with boulder size 100-400mm in foundation including watering etc as per design specification and direction of the engineer in charge Random rubble wall |
| 188 | Brick masonry: Providing and constructing 230mm or more thick masonry as detailed drawing, quality first class red bricks having minimum crushing strength 50Kg/Sq cm and water absorption maximum 10% in cement absorption maximum 10% in cement mortar mix ratio 1:6, in specified courses and of approved bond; including raking out joints, filling junctions with non shrink compound added to mortar, curingdoing independent double legged scaffolding all complete as per specifications etc, at all depths heights, and leads.Brick masonry |
| 189 | Pointing: Cement pointing on the expose brickwork of 12mm wide 10mm deep by using cement including all necessary items etc to finish itBrick work Pointing |
| 190 | MAINTENANCE (For 36 months) |
| 191 | Maintenance of shades grass / carpet grass / G2 grass by regular watering, weeding, protection, mowing etc . |
| 192 | Maintenance of shrubs, other ornamental foliage, foliage planting and Trees planting including watering, weeding, application of fertilizers and pesticides, trimming., etc . |
| 193 | Existing Landscape Maintenance of shrubs, other ornamental foliage, foliage planting and Trees planting including watering, weeding, application of fertilizers and pesticides, trimming., etc. |
| 194 | Existing lake, Existing water logged areas maintenance removals of un wanted weeds, removals of any dead leaf & maintained water logged properly |
| 195 | Maintenance of shrubs, other ornamental foliage, foliage planting and Trees planting including watering, weeding, application of fertilizers and pesticides, trimming., etc . |
| 196 | Garden tools and Bio Products for Landscape and Bioswale |
| 197 | Flo moblity trally-Battery operated -Maintenance |
| 198 | Robotic Lawn mover Model No FREELEXO 1200LCD BT ( Einhell Article No 4326368 or Equivalent) Area Coverage 1200 Sqm |
| 199 | Cordless Aerator Model No GC-SC 18/28 Ds LI brusless ( Einhell Article No 3420625 or Equivalent) |
| 200 | Cordless Hedge Trimmer -Professional -(Einhell 3410960 or Equivalent) |
| 201 | Cordless Olive and Fruit Harvester - (Einhell 3411400 or Equivalent) |
| 202 | Cordless Multifuntationl tools-Professional -(Einhell 3410970 or Equivalent) |
| 203 | Cordless PoleMounted Fruner-Professionl- (Einhell 3410971 or Equivalent) |
| 204 | Cordless Telescopic Hedge Trimmer-Professional- (Einhell 3410972 or Equivalent) |
| 205 | Cordless Chain saw- Professional- (Einhell 4600050 or Equivalent) |
| 206 | CordlessLeaf Blower-Professional - (Einhell 3433650 or Equivalent) |
| 207 | Cordless knif Shredder -(Einhell 34370710 or Equivalent) |
| 208 | Cordless Pressure Spreyer - (Einhell 3425230 or Equivalent) |
| 209 | Cordless Hose Reel ( Water)-Project & Mainteance- (Einhell 4173773 or Equivalent) |
| 210 | Cordless Tiller- Professional- (Einhell 3131220 or Equivalent) |
| 211 | Earth Augur-Project & Mainteance -(Einhell 3437000 or Equivalent) |
| 212 | Cordless Push Sweeper -(Einhell 23.52040 or Equivalent) |
| 213 | Cordless Brush cutter-Professional-(Einhell 3411340 or Equivalent) |
| 214 | Cordless Grount cleaner- (Einhell 3424070 or Equivalent) |
| 215 | Cordless Surface brush-(Einhell 3424200 or Equivalent) |
| 216 | Cordless Shrubs Shears-Professional - (Einhell 3402320 or Equivalent) |
| 217 | Cordless Automatic Garden pump ( Project)- (Einhell 4180420 or Equivalent) |
| 218 | Roller (Projects)-(Einhell 3415302 or Equivalent) |
| 219 | Robotic Lawn Mower Garage-(Einhell 34.14024 or Equivalent) |
| 220 | Cordless leaf vacum -Professional-(Einhell 3433640 or Equivalent) |
| 221 | Battery- (Einhell 4511600 or Equivalent) |
| 222 | Charger- Muliful-(Einhell 4512143 or Equivalent) |
| 223 | Safty helmet- (Einhell 4500480 or Equivalent) |
| 224 | Stick up to 12\" to 24\" length- Maintenance -Lake |
| 225 | Net- Maintenance -Lake |
| 226 | Organic Pesticides -Projects & Maintenance |
| 227 | NPK |
| 228 | Goumutra |
| 229 | VAM |
| 230 | Tricho |
| 231 | Organic waste decomposter |
| 232 | Kavach |
| 233 | Effective Mircroorganisam - Plants & Lake |
| 234 | IRRIGATION |
| 235 | Providing and laying including excavation (300mm*450mm) and filling of HDPE pipes conforming to IS:4984 (1995) and suitable for the respective working pressures including all necessary plain / brass fittings. (Including necessary tees, connectors, elbow, end cap, reducer etc.) This includes jointing of pipes & fittings with solvent cement, trenching, refilling & testing of joints complete as per the direction of Engineer in Charge. PE 100 |
| 236 | High Density Polyethylene 110 mm dia, PN10 bar |
| 237 | High Density Polyethylene 90 mm dia, PN10 bar |
| 238 | High Density Polyethylene 75 mm dia, PN10 bar |
| 239 | High Density Polyethylene 63 mm dia, PN8bar |
| 240 | High Density Polyethylene 50 mm dia, PN8 bar |
| 241 | High Density Polyethylene 40 mm dia, PN8 bar |
| 242 | Providing and laying non-pressure NP3 class (Heavy duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : R.C.C. pipe as per the direction of Engineer in Charge. |
| 243 | Hume Pipe for road crossing 8\"Dia |
| 244 | Hume Pipe for road crossing 6\"Dia |
| 245 | Hume Pipe for road crossing 4\"Dia |
| 246 | Hume Pipe for road crossing 3\"Dia |
| 247 | Supply, Fixing & Commissioning of flexible 16mm inline tubingPC Drippers with pressure compensating, self flushing mechanism, resistance to UV damage, algae growth brown incolour, Longer lateral run lengh withflow rate 2lph / 4.0 lph, pressure rating 0.58 to 4 bar , Dripper Spacing at 30 cm / 45 cm Spacing wall thickness 1.1mm to 1.2mm etc., complete, as per the direction of Engineer in Charge. |
| 248 | Supply, Fixing & Commissioning of flexible,kink resistant 16mm subsurfaceinline tubing and copper shield technology or Equivalent Technology protects the root intrusion with pressure compensating,self flushing emitter, brown incolour, UV damage and algae growth with flow rate of 2.3/3.5 lph pressure rating 0.58 to 4.14 bar, Dripper Spacing at 30 cm / 45 cm Spacing with 100mm-150mm depth of earthwork etc., complete, as per the direction of Engineer in Charge. |
| 249 | SITC of endcap, nipple, start nipple, rubber grommet 16 mm dia. |
| 250 | Supply, Fixing & Commissioning of 1\" / 1.25\" High Flow Inline Pressure Regulators High Flow Inline Pressure Regulators provide a wider flow range (0.5 gpm to 70 gpm)while delivering reliable pre-set pressure regulation protecting the integrity of irrigation systems. , 0.5 gpm (1.9 l/min) to 35 gpm (132.5 l/min) , Regulated Pressure : 40 psi (2.75 bar) , Operating Pressure: 15 psi (1.0 bar) to8 bar. |
| 251 | Supply, Fixing & Commissioning of 1.5\"/2\" High Flow Inline Pressure Regulators High Flow Inline Pressure Regulators provide a wider flow range (0.5 gpm to 70 gpm)while delivering reliable pre-set pressure regulation protecting the integrity of irrigation systems. Flow 15 gpm (56.8 l/min) to 70 gpm (265.0 l/min) , Regulated Pressure : 50 psi (3.44 bar) , Operating Pressure: 15 psi (1.0 bar) to 8 bar. |
| 252 | Supply, Fixing& commissioning of 2\" Large CapacityY Type Disc / Screen Filters for submain filtration Have High Flow & Low Maintenance With a Solid Build, Maximum Flow Up to 110 gpm (25m³/hr), Maximum Pressure 116 psi (8 bar),Maximum Temperature Up to 140ºF (60ºC) etc., complete, as per the direction of Engineer in Charge. |
| 253 | Supply, Fixing & commissioning of 1.5\" Large CapacityY Type Disc / Screen Filters for submain filtration Have High Flow & Low Maintenance With a Solid Build, Maximum Flow Up to 88 gpm (15m³/hr), Maximum Pressure 116 psi (8 bar),Maximum Temperature Up to 140ºF (60ºC) etc., complete, as per the direction of Engineer in Charge. |
| 254 | Supply, Fixing & commissioning of 1\" Large CapacityY Type Disc / Screen Filters for submain filtration Have High Flow & Low Maintenance With a Solid Build, Maximum Flow Up to 26 gpm (6m³/hr), Maximum Pressure 116 psi (8 bar),Maximum Temperature Up to 140ºF (60ºC) etc., complete, as per the direction of Engineer in Charge. |
| 255 | Supply, Fixing & commissioning of 40mm dia self-closing flushing valves that are installed at the end of the irrigation line for effecting flushing of the line at the beginning of every irrigation cycle, thus avoiding the clogging of the emitters /sprinklers through removal of particles, sediments and other impurities from the water. etc., complete, as per the direction of Engineer in Charge. |
| 256 | Supply, Fixing & commissioning of 9 - Gauge Galvanized Steel Rod Comes Sharp tips provide easy insertion into all soil types, Staple Distribution Tubing , XF DripLine or XBS Tubing to FinishedGrade. Notched Sides. Corrosion -Resistantof TIEDOWN STAKE etc., complete, as per the direction of Engineer in Charge. |
| 257 | SITC ofHDPE service saddle of varying size . |
| 258 | Supply, Fixing & commissioning of Pop up spray head RD 1804 SAM PRS Series Spray bodies, with Rotary nozzle with capable of covering 4.0-7.3m at 1.4 - 3.8 Bars pressure, Rotary nozzles shall have hand adjustable ( without tools) radius and arc-45 to270 degree or full circle True flushing mechanism, Thick streams and large water droplet & Low precipitation rate Triple Blade Wiper Seal precisely balances flushing, flow-by and debris protection to optimize performance and durability at pop- up andextraction. Precision-controlled flushing at pop-up and retraction clears debris, ensuring positive stem retraction in all soil types. Unique debris pockets hold grit in place, removing it from circulation and preventing long-term damage. Parts resistant to corrosion in treated recycled water containing chlorine. Pop spray body shall with stand upto 6.9 bar. Built-in Seal-A-Matic™ (SAM) check valve. Traps water in lateral pipes in elevation changes of up to 14 feet (4.2 m). PRS Maintains constant outlet pressure at 30 psi or 45 psi at varying inlet ressures, Flow-Shield™ technology and molded purple / White covers. etc. including installation charges\" |
| 259 | Supply, Fixing & commissioning of 2045AMAXIPAWimpact Pop Up sprinklerTwo interchangeable low angle (LA) nozzles , Double-weighted arm for slower rotation and increased distance of throw, Adjustable arm spring for low-pressure and low-gallonage operation, 360° Full-circle OR arc adjustable from 20° to 340°,Precision Jet tube (PJ™) minimizes side splash, Distance control diffuser pin, FP trip for full- or part-circle operation , Combination 1/2\" (15/21) or 3/4\" (20/27) bottom inlet. Precipitation Rate: 0.28 to 1.17 inches per hour (7 to 30 mm/h), Radius: 22 to 45 feet (6.7 to 13.7 m) etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. |
| 260 | Supply, Fixing & commissioning of 1/2\"\" Pop up connecting swing joint assembly. The tubing shall be made of polyethylene having wall thickness of 2.3mm ,a working pressure of 5.5 kg/cm2 at 430C and a surge pressure of 16.6 kg/cm2. The fittings shall be made of UV resistant thermo plastic.SA Series including installation charges |
| 261 | Supply, Fixing & commissioning of3/4\"\" Pop up connecting swing joint assembly. The tubing shall be made of polyethylene having wall thickness of 2.3mm, a working pressure of 5.5 kg/cm2 at 43 C and a surge pressure of 16.6 kg/cm2. The fittings shall be made of UV resistant thermo plastic.SA Series including installation charges.\" |
| 262 | Supply, Fixing & commissioning of HDPE service saddle of varying size including installation charges. |
| 263 | Supply, Fixing & commissioning of 2\" Brass Gate Valve , security pivot to maintain lever in space, double water tight joint, direct injection stem non mechanical ,with a base which permits maximum penetration into the valve of size 63mm. |
| 264 | Supply, Fixing & commissioning of 1.5\" Brass Gate Valve ,security pivot to maintain lever in space, double water tight joint, direct injection stem non mechanical ,with a base which permits maximum penetration into the valve of size 50mm |
| 265 | Supply, Fixing & commissioningof 1.25\" Brass Gate Valve ,security pivot to maintain lever in space, double water tight joint, direct injection stem non mechanical ,with a base which permits maximum penetration into the valve of size 40mm |
| 266 | Supply, Fixing & commissioning of a double acting airand vaccum release 2 \" Air release valve . The Air release valve shall be capable of both releasing and admitting air from and into the line. The working pressure shall be 10 KSC etc., complete, as per the direction of Engineer in Charge. |
| 267 | Supply and Installation of 6\"Round box with greenlid and corrugated structure with unique shovel access slot and bolt hole knockout. |
| 268 | Supply, Fixing & commissioning of 12\" Rectangular Standard Valve Box features, Drop-in lockable lid, Skid-resistant lid texture, Double ledge lid support, Ridge adds additional support to sidewalls & having Dimensions @ Top Opening: 15\" L x 9 ½\" W Bottom Opening: 18\" L x 12 ½\" W x 10\" H etc., complete,as per the direction of Engineer in Charge. |
| 269 | Supply, Fixing & commissioning Quick coupling valve made up of Aluminium with locking cover corrosion resistant and stainless steel spring |
| 270 | Supply, Fixing & commissioning of 3/4th inch Key threads into top of QCV to provide water access etc., complete, as per the direction of Engineer in Charge. |
| 271 | Supply, Fixing & commissioning of 3/4th inchHose Swivel Made up of Solid BrassSwivels up to 360 degreesto allows hose to be pulled in any direction & Also to prevent Hose Damage etc., complete, as per the direction of Engineer in Charge. |
| 272 | Supply, Fixing & commissioning ofHDPE service saddle of varying size including installation charges. |
| 273 | Supply, Fixing & commissioning of4\"\" Fully Automatic Self Cleaning Filter, Pressure Differential Based, 130 Micron, Filter housing and lids made with S-235-JR carbon steel. Finish treatment. Kiln Polymerized epoxy-polyester powder coating & Filtration screen-AISI-316L.,, Flanged End& all required Accessories Capacity of4\"-100m3/Hr & Min./Max. working pressure - 2.5 / 10 bar, as per the direction of Engineer in Charge. |
| 274 | Supply, Fixing & commissioning of Pressure Gauge 2\" dial With glycerine filled complete, as per the direction of Engineer in Charge. |
| 275 | Supply, Fixing & commissioning of GI B-CLASS PIPE Suction pipe, delivery pipe, bypass manifold pipe for filter& other fittings for pump room work ( 8-12m length of the pipe in the pump room)., complete, as per the direction of Engineer in Charge. |
| 276 | Supply, Fixing & commissioning of Hydro-Pneumatic Pumping System with Variable Frequency Drive Mechanism of suitable capacity with Suction & Delivery Manifold, Wafer Seal Butterfly Valve as Isolation Valves, Non Return Valves, Pump Control Panel, Pressure Vessel, mounted on a Base frame with proper supports etc., complete, as per the direction of Engineer in Charge. (Duty of Pump :15m3/hr Each Pump, Pressure Head Range= 70 - 75 Mtr, No. of Pumps : 3 Working + 1 Standby) |
| 277 | Supply ,Fixing & Commissioning of Control Cable for Pump Set - 3 core X 4 / 6 Sq.mm Copper cable based on the pump capacity |
| 278 | Supply, Fixing & commissioning of 3\"\" controlValve, Butterfly Valve. |
| 279 | Supply, Fixing & commissioning of 4\"\" controlValve, Butterfly Valve. |
| 280 | Supply, Fixing & commissioning of 3\"\" Dual plate check valve. |
| 281 | Supply, Fixing & commissioning of 4\"\" Dual plate check valve. |
| 282 | Supply, Fixing & commissioning ofPressure Release valve 4\" Metal body with pressure setting PN16 BARetc., complete, as per the direction of Engineer in Charge. |
| 283 | Supply, Fixing & commissioning of Imported Pressure Sustaining valve 4\" Metal body with pressure setting PN16 BARetc., complete, as per the direction of Engineer in Charge. |
| 284 | Supply, Fixing & commissioning of Ø100-4\"Water meter - ISO PN 10 - GG 25 etc., complete, as per the direction of Engineer in Charge. |
| 285 | Supply, Fixing, Testing & commissioning of GRP/SMC tank with HDG steel skid base size : 5*5*2mh (50kl gross & 45kl effective |
| 286 | Supply, Fixing & Commissioning of12 Awg x 2Maxi Jacketed Direct Burrial Irrigation Automation Cable. Tin coated copper conductors, insulated with PVC and having a high density polyethylene direct burial jacket. Conductor - Soft annealed tin coated solid copper conforming to ASTM B-33. Insulation: Polyvinyl Chloride conforming to UL Standard 493 for TYPE UF/TWU rated 75°C. Outer Jacket: Pressure Extruded High Density PE conforming to ICEA S-61-402, and NEMA WC5 Jacket Thickness 3/64\" minimum jacket material to completely fill interstices between the two insulated conductors for two way communication betweendecoder controller and decoders complete |
| 287 | Supply, Fixing & Commissioning of 32mm HDPE Conduit pipe (1\") PN 10 & PE100including fittings and accessories |
| 288 | Supply, Fixing & commissioning OfTwo wire control system without Decoder ESP-LX IVM 230V Input, DC output Irrigation Controller having Two way Communication between controller and smart valve, supports up to 60 stations standard Up to four 2-Wire paths, plus flow sensing and advanced flow management tools. supports upto 5 flow sensor inputs and removable front panel is programmable under battery power. water management features like: • Learn Flow utility and flow usage totalizer help optimize water usage, • Flo Watch protection for high and low flow conditions , Flo Manager manages hydraulic demand, make full use of available water to turn on as many stations as possible without exceeding water supply and reducing the total time to complete irrigation cycles. Simul Stations allows stations to operate at the same time; up to 8 with LX-IVM • Cycle+ Soak by station, • Rain Delay up to 30 days, • 365-Day Calendar Day Off(up to 5 days), • Station Delay by program, • Normally Open or Normally Closed Master, Valves programmable by station; up to 5 with LX-IVM • Optional Weather Sensors are programmable by station to prevent or pause watering; up to 4 with LX-IVM. • Station Run Time: 0 min. to 96 hrs. • Seasonal Adjust: 0% to 300% (96 hrs. maximum station run time), • 10 independent programs on the ESP-LXI IVM • 8 start times per program,• Program Day Cycles include Custom days of the week, Odd, Odd no 31st, Even, and Cyclical dates,• |
| 289 | Supply, Fixing & commissioning of IQ Desktop software with features of Interactive mapping, Pin code protection for controllers, Pin enabled for user Evapotranspiration feature, advance flow sensing options basedIrrigation, and new features such as automatic email reports, a single Manual Operation page and controller diagnostics etc. Installed and operated on a single desktop computer. IQ4-Desktop is ideal for organizations with one administrator who can control the system from their computer in their office etc. as per specifications complete . Software Capabilities: Detect Modules, Cartridge firmware upgrade, Upload programs to Controller (Synchronize), Retrieve Controller Programs (Reverse Synchronize) & Auto-Synchronize. Manual Functions: Start program, test program, Auto On/Off, Turn Master Valves On/Off for manual watering, turn Flow manager On/Off and Rain Delay. Program Adjust and ET adjust, Site Level, Controller Level, Program edit & additionally grouping based on landscape type and sprinkler type, Define Valve Types and Sensor Types, Flow Watch based on learned flow, Flo Manager to reduce overall watering time, Automatic reporting through emails, PIN code protection, Two way programing, Actual flow totals in the automated email reports etc.etc. as per specifications complete . |
| 290 | Supply, Fixing & commissioning Of IQ NCC 4G / ETHERNET network Communication Cartrige for IQ4 Cloud Software. The system shall be fully programmable, providing the operator with absolute and full control of the entire control system. The system shall have a Web Based graphical user interface (GUI) that allows easy programming and graphical depiction of the satellite controller programming Software Capabilities: Detect Modules, Cartridge firmware upgrade, Upload programs to Controller (Synchronize), Retrieve Controller Programs (Reverse Synchronize) & Auto-Synchronize. Manual Functions: Start program, test program, Auto On/Off, Turn Master Valves On/Off for manual watering, turn Flow manager On/Off and Rain Delay. Program Adjust and ET adjust, Site Level, Controller Level, Program edit & additionally grouping based on landscape type and sprinkler type, Define Valve Types and Sensor Types, Flow Watch based on learned flow, Flo Manager to reduce overall watering time, Automatic reporting through emails, PIN code protection, Two way programming, Actual flow totals in the automated email reports etc. as per specifications complete . |
| 291 | Supply, Fixing & Commissioning of IVM-SOL Interfaces ( Integrated Valve Module) \"Smart Solenoid - Field Device\"\" DC output with interface module in-built in one device mountable on Solenoid Valve to connect Controller and Valve on two wire path & it provides two-way communication between the valve and controller to provide advanced diagnostic capability and faster response time as per specifications complete. |
| 292 | Supply, Fixing & Commissioning of IVM-OUT Interfaces with LX-IVM to manage 3rd party valves and external gear such as pump stations as per specifications complete |
| 293 | Supply, Fixing & Commissioning of IVM-SD for surge protection on the 2-Wire path as required with copper grounding rod, clamps, charcoal and all requisite accessories as per specifications complete |
| 294 | Supply, Fixing & commissioning of 6\"Roundbox withgreen lid with features Snap-in overlapping lid, Skid-resistant lid texture,, Body built with three ridges for additional support to side wallst & Having Dimensions @ Top Opening :6 1/8\" Dia & Bottom Opening 8 5/8\" Dia etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. |
| 295 | Supply, Fixing & commissioning of 1\"Solenoid globeValves with provision to DC Latchedinterfacemodule, Glass filled nylon and plan material. preventdebris build -up and clogging, durable glass -filled nylon construction with fabric reinforced Nitrile diaphramand rugged PVC construction,compatible and slow closing to prevent water hammer, pressure rating upto 13.80 KSC and maximum flow of 50GPM ,max water temp. upto 42degree centigrade,without AC Coil & provision to attachPRS-Dial PGA Pressure Regulation Optional PRS-D |
| 296 | Supply, Fixing & commissioning of 1.5\"Solenoid globeValves with provision to DC Latchedinterfacemodule, Glass filled nylon and plan material. Glass filled nylon Scrubber scrapes a stainless steel screen to clean and break down grit and plan material. preventdebris build -up and clogging, durable glass -filled nylon construction with fabric reinforcedNitrile diaphramand rugged PVC construction,compatible and slow closing to prevent water hammer ,pressure rating upto 13.80 KSC and maximum flow of 150GPM ,max water temp. upto 42degree centigrade,without AC Coil & provision to attachPRS-Dial PGA Pressure Regulation Optional PRS-D |
| 297 | Supply, Fixing & commissioning of 2\" Solenoid globeValves with provision to DC Latchedinterfacemodule, Glass filled nylon and plan material. durable glass -filled nylon construction with fabric reinforced diaphramand rugged PVC construction,compatible and slow closing to prevent water hammer, pressure rating upto 13.80 KSC and maximum flow of 200GPM ,max water temp. upto 42degree centigrade,without AC Coil & provision to attachPRS-Dial PGA Pressure Regulation Optional PRS-D |
| 298 | Supply, Fixing & commissioning of 4\"\"Solenoid globeValves as central shut off valve with fabric reinforced diaphragmand rugged PVC construction,compatible and slow closing to prevent water hammer, pressure rating upto PN10 and maximum flow of 10 to 36 m3/h,max water temp. upto60°C with9VDC - 50 Hz, coil resistance 30ohm etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. |
| 299 | Supply, Fixing & commissioning of PRS-DIAL Pressure Regulator toMaintainconstantoutlet pressurebetween 1.04 to6.9 KSC |
| 300 | Supply, Fixing & commissioning ofdirect bury -on wireconnector withstrain relief ,UL486 Dcertified,with waterproof silicon sealant ,fits wire from 22ga to6 ga as per specifications completeDBRY |
| 301 | Supply, Fixing & commissioning ofautomatic rain shut off device ,latching hinge with multiple rainfall settings 5mm to 20mm UL CUL listed and CE approved complete RSD BEX |
| 302 | Supply, Fixing & commissioningofSoil Moisture Sensor, The sensor is a resistive device that responds to changes in soil moisture. Once planted in the soil, it exchanges water with the surrounding soil thus staying in equilibrium with it. ,as per specifications complete . |
| 303 | Supply, Fixing & commissioning ofUPSStabilizer 300watts & pump relay set as per specifications complete |
| 304 | Supply, Fixing & Commissioning of IVM-SEN Interfaces with LX-IVM to control weather sensors or flow sensors as per specifications complete |
| 305 | Supply, Fixing & commissioning of weather station withrugged metal construction ,power full micro logger for climatic data collection , to measureair temperature, solar radiation, relative humidity, wind velocity, direction of wind, rainfallas per specifications complete |
| 306 | Operation Maintenance of Irrigation Systems for a period of One year (12 Months) from the date of provisional completion of Irrigation system through OEM trained professional irrigation vendor team |
| 307 | Operation Head ( BE Mechanical) |
| 308 | System Operator (Diploma ) |
| 309 | Technician ( ITI ) |
| 310 | Skilled Labour / Helper (+2 Pass) |
| 311 | FLOOD MITIGATION |
| 312 | CONSTRUCTION OF BIOSWALES INTEGRATED WITH ECOBLOC |
| 313 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Additionally wherever required/as applicable: Earth workexcavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Slush and silt under water upto 0.75m depth requiring the aid of basket and vessels All kinds of soil. |
| 314 | Labour for cutting open BT /Concreate as per standard specifications and as directed by Engineers.- under parking area |
| 315 | Providing and filling with Good Quality Permeable Soil as directed by Engineer-in-charge. |
| 316 | Conveyance of Surplus earth from work site to City outer with average lead of 15 km |
| 317 | Providng and Packing with GravelinaccordancewithIS:4097, includingprovidinggravelfine/medium/coarse,inrequiredgrading& sizes as per actual requirement, all complete as per direction of Engineer- in-charge.,20mm downsize, as directed by Engineer-in-charge. |
| 318 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 319 | Providing and fixing Perforated PVC Pipe of dia 150mm for the Bioswales Water Channel, as directed by the Engineer-in-charge. |
| 320 | Providing and fixing Coir Mat, 25mm thick for Sloped Surfaces of the Bioswales as directed by the Engineer-in-charge. |
| 321 | Supplying and Installing FRP Trey |
| 322 | Supplying and Installing of 300mmx300mmx200mm Height FRP Perforated Tray with a hole of 80 mm Dia at the bottom and10mm Dia Holes at every 25mm outer to outer interval with a 20 GSM thick Geo Textile Fabric laid Inside including all necessary Items etc, as directed by Engineer-in-charge. |
| 323 | Supplying and Installing of 100X100mm SS Grating of approved make with Elbow Arrangement including all Necessary Items etc, as directed by Engineer-in-charge. |
| 324 | Supplying and Installing of 100mm Dia PVC Endcap fixed above the perforated pipe including all necessary items etc, as directed by Engineer-in-charge. |
| 325 | Supplying and Installing of 100mm Dia Perforated PVC Pipe (Slotted GreyPipe) of 6 Gage in Vertical Position 650mm Height wrapped with 120 GSM thick Geo Textile Fabric laid verticaly betweeen the Soil Media including all necessary items etc, as directed by Engineer-in-charge. |
| 326 | Supplying and Installing of PVC T Junction of 150mm dia reducing to 100mm dia including all necessary items etc, as directed by Engineer-in-charge. |
| 327 | Supply and fixing of Strom water Infiltration tunnel Made of Polyproylene with 60 ton/sqm load capacity confirming to BBA/IS Standard withwith a storage co efficient of 100% etc completed. |
| 328 | Supply of Infiltration Drain Tunnel End Plate suitable for Tunnel Size of 800mm in width & Height of 510mm |
| 329 | Supply and Fixing of Eco Block-Rainwater Infltration Module confirming to BBA/IS Standards with max loading rate of 60 tons/sq mtr with insepectionfacility with no plate system with a storage co efficient of 96%etc completed. |
| 330 | Supply and fixing of Sidewall for the infilteration module BBA/IS standards. (End Plate) |
| 331 | Supply and fixing of baseplate for mounting modules conforming to BBA/IS standards. |
| 332 | Supply and fixing FRP of 700 X 700 mm (clear opening 600 X 600 mm)(Grating cover with Frame Medium Duty-30MT) and Supply and Placing of cast-situ /precast Silt catch pit of inner dimension 600 X 600 X 600 mm Including P.C.C (1:4:8), 120mm wall thick RCC including reinforcement and shuttering. |
| 333 | Providing of Geo Textile 400 GSM ,200 Microns,White Colour confirming to Australlian Indian standards (IS 16391:2015 or equivalent) |
| 334 | Supply and filling of Coarse Filter media machine curshed 20mm size of HBG stone from an approved quarry etc including loading and unloading charge and labour charges etc completed. |
| 335 | Supply and filling of Coarse Filter media machine curshed 40mm size of HBG stone from an approved quarry etc including loading and unloading charge and labour charges etc completed. |
| 336 | Mazdoor category(for Earth work Support,Lowering, Levelling andincluding filling the filter media etc completed. |
| 337 | Supply and laying of Pebble Bed of 30-40 mm Dia Grey Or Brown Color laid inside Bioswales, as directed by Engineer-in-charge. |
| 338 | KERBSTONE AS BARRIER FOR BIOSWALES |
| 339 | Providing and laying at or near ground level factory made kerb stone of M-25gradecementconcreteinpositiontotherequiredline,leveland curvature,jointedwithcementmortar1:3(1cement:3coarsesand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage openingwhereverrequiredcompleteetc.asperdirectionofEngineer- in-charge (length of finished kerb edging shall be measured to calculate volumeforpayment).(PrecastC.C.kerbstoneshallbeapprovedby Engineer-in-charge). |
| 340 | CEMENT CONCRETE BAND (SUPPORT) TO KERB STONE. |
| 341 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 342 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for Lintels,beams,plinthbeams,girders,bressumers and cantilevers |
| 343 | CONSTRUCTION OF SWALES |
| 344 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/ manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 345 | Providing and filling with Good Quality Permeable Soil as directed by Engineer-in-charge. |
| 346 | Providng and Packing with GravelinaccordancewithIS:4097, includingprovidinggravelfine/medium/coarse,inrequiredgrading& sizes as per actual requirement, all complete as per direction of Engineer- in-charge.,20mm downsize, as directed by Engineer-in-charge. |
| 347 | Providing and fixing Coir Mat, 25mm thick for Sloped Surfaces of the Bioswales as directed by the Engineer-in-charge. |
| 348 | Providing and fixing Root Barrier Sheet around the Trees coming inside the Bioswales, as directed by the Engineer-in-charge. |
| 349 | KERBSTONE AS BARRIER FOR BIOSWALES |
| 350 | Providing and laying at or near ground level factory made kerb stone of M-25gradecementconcreteinpositiontotherequiredline,leveland curvature,jointedwithcementmortar1:3(1cement:3coarsesand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage openingwhereverrequiredcompleteetc.asperdirectionofEngineer- in-charge (length of finished kerb edging shall be measured to calculate volumeforpayment).(PrecastC.C.kerbstoneshallbeapprovedby Engineer-in-charge). |
| 351 | CEMENT CONCRETE BAND (SUPPORT) TO KERB STONE. |
| 352 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 353 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for Lintels,beams,plinthbeams,girders,bressumers and cantilevers |
| 354 | CONSTRUCTION OF PERFORATED RC BOX DRAINS AT THE PROPERTY ENTRY |
| 355 | DISMANTLING OF CONCRETE PAVEMENT |
| 356 | DemolishingR.C.C.workbymechanicalmeansandstockpilingat designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. |
| 357 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. |
| 358 | CONSTRUCTION OF PERFORATED RC BOX DRAINS |
| 359 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 360 | Providing and filling with Good Quality Permeable Soil as directed by Engineer-in-charge. |
| 361 | Providng and Packing with GravelinaccordancewithIS:4097, includingprovidinggravelfine/medium/coarse,inrequiredgrading& sizes as per actual requirement, all complete as per direction of Engineer- in-charge.,20mm downsize, as directed by Engineer-in-charge. |
| 362 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 363 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.By Mechanical Transport including Loading,unloading and stacking Beyond 10 km upto 20 km per km |
| 364 | Providing and installing Geo Textile Fabric around the Perforated Pipe inside the Bioswales |
| 365 | Providing and fixing Perforated PVC Pipe of dia 150mm for the Bioswales Water Channel, as directed by the Engineer-in-charge. |
| 366 | RC BASE SLAB |
| 367 | PCC BELOW RC BASE SLAB |
| 368 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 369 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for Foundations,footings,basesofcolumns,etc.formass concrete. |
| 370 | RC BASE SLAB |
| 371 | Providing and laying in position ready mixed or site batched design mix cementconcreteforreinforcedcementconcretework;usingcoarse aggregateandfineaggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortIandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting ofconcrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg/cum |
| 372 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for Foundations,footings,basesofcolumns,etc.formass concrete. |
| 373 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 374 | RC DRAIN WALLS |
| 375 | Providing and laying in position ready mixed or site batched design mix cementconcreteforreinforcedcementconcretework;usingcoarse aggregateandfineaggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortIandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting ofconcrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg/cum |
| 376 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for Walls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 377 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 378 | COVER SLAB FOR PERFORATED RC BOX DRAINS |
| 379 | Earthworkinsurfaceexcavationnotexceeding30cmindepthbut exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil |
| 380 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8to10tonnecapacitytoachievethedesireddensity,completeasper specifications and directions of Engineer-in-Charge. |
| 381 | Providing and laying in position ready mixed or site batched design mix cementconcreteforreinforcedcementconcretework;usingcoarse aggregateandfineaggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortIandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting ofconcrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg/cum |
| 382 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for, Suspendedfloors,roofs,landings,balconiesandaccess platform |
| 383 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 384 | MS GRATINGS |
| 385 | Steelworkweldedin builtup sections/framedwork,includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works. |
| 386 | CONSTRUCTION OF RC CATCH BASINS |
| 387 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/ manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 388 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 389 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge. By Mechanical Transport including Loading,unloading and stackingBeyond 10 km upto 20 km per km |
| 390 | RC BASE SLAB |
| 391 | PCC BELOW RC BASE SLAB |
| 392 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 393 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for Foundations,footings,basesofcolumns,etc.formass concrete. |
| 394 | RC BASE SLAB |
| 395 | Providing and laying in position ready mixed or site batched design mix cementconcreteforreinforcedcementconcretework;usingcoarse aggregateandfineaggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortIandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting ofconcrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level- Concrete of M30 grade with minimum cement content of 350 kg/cum |
| 396 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for Foundations,footings,basesofcolumns,etc.formass concrete. |
| 397 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 398 | RC WALLS |
| 399 | Providing and laying in position ready mixed or site batched design mix cementconcreteforreinforcedcementconcretework;usingcoarse aggregateandfineaggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortIandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting ofconcrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg/cum |
| 400 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for Walls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 401 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 402 | COVER SLAB FOR CATCH BASINS |
| 403 | Providing and laying in position ready mixed or site batched design mix cementconcreteforreinforcedcementconcretework;usingcoarse aggregateandfineaggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortIandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting ofconcrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg/cum |
| 404 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for,Suspendedfloors,roofs,landings,balconiesandaccess platform |
| 405 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 406 | MS GRATINGS |
| 407 | Steelworkweldedin builtup sections/framedwork,includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works. |
| 408 | Supplying and fixing PVC Rungs for Catch Basins |
| 409 | CONSTRUCTION OF STORM WATER DRAINS |
| 410 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 411 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 412 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.By Mechanical Transport including Loading,unloading and stackingBeyond 10 km upto 20 km per km |
| 413 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 414 | Providing and laying in position ready mixed or site batched design mix cementconcreteforreinforcedcementconcretework;usingcoarse aggregateandfineaggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortIandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting ofconcrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg/cum |
| 415 | Base Slab |
| 416 | Walls |
| 417 | Cover Slabs |
| 418 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for |
| 419 | Foundations,footings,basesofcolumns,etc.formass concrete |
| 420 | Walls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 421 | Suspendedfloors,roofs,landings,balconiesandaccess platform |
| 422 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 423 | DemolishingR.C.C.workbymechanicalmeansandstockpilingat designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 424 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. |
| 425 | Supply and fixing of Interlocking Permeable Paver block height of 80mm.- To be done in areas where ecobloc is proposed under parking areas |
| 426 | MS GRATINGS |
| 427 | Steelworkweldedin builtup sections/framedwork,includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works. |
| 428 | Supplying and Installing of 100 Dia PVC Pipe of 6 Gage connecting the Storm Water Drain and Recharge Pits including all necessary items etc, as directed by Engineer-in-charge.For Overflow Pipe. |
| 429 | RECHARGE PITS & RECHARGE WELLS |
| 430 | GRADED GRANULAR PITS (GGP) |
| 431 | Earthwork Excavation for GGP by Auger Boring for 1\"0\" dia up to a Depth of 10\"0\", as directed by the Engineer- in-charge. |
| 432 | Providing and Filling the pit with 20mm Downsize Aggregate and River Sand in a mixing ratio of 1:1 and including labour for firmly compacting the Mixture, as directed by the Engineer- in-charge. |
| 433 | Drilling of bore hole with Hand bore set of 200mm dia upto 3.0 m depth including shifting of the Hand Bore and filling 160mm dia slotted PVC pipe including all cost etc complete as directed. |
| 434 | RECHARGE WELL (4\"0\" DIA, 10\"0\" DEPTH) |
| 435 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 436 | Providing and Installing Precact RCC Rings, 5\" 0\" Dia, inclduing grouting the joints between the Rings using cement Slurry, as directed by the Engineer- in-charge. |
| 437 | Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in- charge. |
| 438 | Supplying, Filling, Spreading & Levelling 40mm Downsize Stone Aggregate in Recharge Pits, in required thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge. |
| 439 | Supplying, Filling, Spreading & Levelling 12.5mm Downsize Stone Aggregate in Recharge Pits, in required thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge. |
| 440 | Supplying, Filling, Spreading & Levelling Course sand of size range 1.5mm to 2mm in Recharge Pits, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer- in-charge. |
| 441 | Providing and fixing SS Mesh in between 12mm Dowsize Aggregate Layer and River Sand Layer. |
| 442 | Providing and fixing Precast Cover Slab 4\" 6\" Dia, 5\" thick |
| 443 | Steelworkweldedin builtup sections/framedwork,includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar worksGrill Cover for Wells |
| 444 | RECHARGE SHAFT (7\"6\" X 7\"6\" X 7\"6\") |
| 445 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 446 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in- charge. |
| 447 | Supplying, Filling, Spreading & Levelling 40mm Downsize Stone Aggregate in Recharge Pits, in required thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge. |
| 448 | Supplying, Filling, Spreading & Levelling 12.5mm Downsize Stone Aggregate in Recharge Pits, in required thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge. |
| 449 | Supplying, Filling, Spreading & Levelling Course sand of size range 1.5mm to 2mm in Recharge Pits, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer- in-charge. |
| 450 | Boring/drilling bore well/bore hole of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting stratachart/borelog,includinghire&runningchargesofallequipments,tools,plants& machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soilBoring Auger Drill, 200mm to 300mm dia |
| 451 | Supplying,assembling,loweringandfixinginverticalpositioninborewell,ERW(Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded andsocketed/plainbevelendedpipe(typeA)ofrequireddia,conformingtoIS:8110,of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture,includinghire&labourcharges,fittings&accessories,allcomplete,forall depths, as per direction of Engineer -in-charge.200 mm nominal size dia |
| 452 | Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontaland verticalgrooves10 mmwide 12 mm deep completein cement mortar 1:6 (1 cement : 6 coarse sand).From ground level upto plinth level.2ft side wall |
| 453 | Providing and fixing SS Mesh in between 12mm Dowsize Aggregate Layer and River Sand Layer. |
| 454 | RECHARGE SHAFT (4\"0\" X 4\"0\" X 7\"6\") |
| 455 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 456 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in- charge. |
| 457 | Supplying, Filling, Spreading & Levelling 40mm Downsize Stone Aggregate in Recharge Pits, in required thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge. |
| 458 | Supplying, Filling, Spreading & Levelling 12.5mm Downsize Stone Aggregate in Recharge Pits, in required thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge. |
| 459 | Supplying, Filling, Spreading & Levelling Course sand of size range 1.5mm to 2mm in Recharge Pits, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer- in-charge. |
| 460 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting stratachart/borelog,includinghire&runningchargesofallequipments,tools,plants& machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.All types of soilBoring Auger Drill, 200mm to 300mm dia |
| 461 | Supplying,assembling,loweringandfixinginverticalpositioninborewell,ERW(Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded andsocketed/plainbevelendedpipe(typeA)ofrequireddia,conformingtoIS:8110,of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture,includinghire&labourcharges,fittings&accessories,allcomplete,forall depths, as per direction of Engineer -in-charge.200 mm nominal size dia |
| 462 | Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontaland verticalgrooves10 mmwide 12 mm deep completein cement mortar 1:6 (1 cement : 6 coarse sand).From ground level upto plinth level.2ft side wall |
| 463 | Providing and fixing SS Mesh in between 12mm Dowsize Aggregate Layer and River Sand Layer. |
| 464 | SHALLOW DRAWING WELL (5\" DIA x 30\" DEPTH) |
| 465 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 466 | Providing and Installing Precast RCC Rings, 5\" 0\" Dia, including grouting the joints between the Rings using cement Slurry, as directed by the Engineer- in-charge. |
| 467 | Supplying, Filling, Spreading & Levelling 40mm Downsize Stone Aggregate in Recharge Pits, in required thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge. |
| 468 | Providing and laying Precast Cover Slab 5\" 6\" Dia, 5\" thick |
| 469 | SHALLOW DRAWING WELL (4\" DIA x 30\" DEPTH) |
| 470 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 471 | Providing and Installing Precast RCC Rings, 4\" 0\" Dia, including grouting the joints between the Rings using cement Slurry, as directed by the Engineer- in-charge. |
| 472 | Supplying, Filling, Spreading & Levelling 40mm Downsize Stone Aggregate in Recharge Pits, in required thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge. |
| 473 | Providing and laying Precast Cover Slab 4\" 6\" Dia, 5\" thick |
| 474 | LARGE DRAWING WELL (30\"0\" DIA X 40\"0\" DEPTH) |
| 475 | Earthworkin excavationby mechanicalmeans(Hydraulicexcavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil.30\"0\" dia up to the depth of 40\"0\" |
| 476 | Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurementsto be taken of the face area timbered):Depth exceeding 3 m but not exceeding 4.5 m |
| 477 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 478 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.By Mechanical Transport including Loading,unloading and stackingBeyond 10 km upto 20 km per km |
| 479 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 480 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 481 | Foundations |
| 482 | Walls |
| 483 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for |
| 484 | Foundations,footings,basesofcolumns,etc.formass concrete |
| 485 | Walls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 486 | Extraforshutteringincircularwork(20%ofrespective centering and shuttering items) |
| 487 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 488 | Steelworkweldedin builtup sections/framedwork,includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar worksGrill Cover for Wells |
| 489 | FENCING FOR LARGE DRAWING WELLS |
| 490 | Earthworkin excavationby mechanicalmeans(Hydraulicexcavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil.For Foundations |
| 491 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:2:4(1 cement:2 coarsesand(zone-III)derivedfrom natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 492 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes,MS Posts for Fence, 100 X 100 X 4mm RHS Section, at every 2m C/C,Horizontals ISA 75 X 75 X 5mm - 2 Nos. |
| 493 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.For Grill Gate. |
| 494 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of Dia 3 mm including strengthening with 2 mm Dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. |
| 495 | LARGE DRAWING WELL (16\"0\" DIA X 40\"0\" DEPTH) |
| 496 | Earthworkin excavationby mechanicalmeans(Hydraulicexcavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil.30\"0\" dia up to the depth of 40\"0\" |
| 497 | Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurementsto be taken of the face area timbered):Depth exceeding 3 m but not exceeding 4.5 m |
| 498 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 499 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.By Mechanical Transport including Loading,unloading and stackingBeyond 10 km upto 20 km per km |
| 500 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 501 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 502 | Foundations |
| 503 | Walls |
| 504 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for |
| 505 | Foundations,footings,basesofcolumns,etc.formass concrete |
| 506 | Walls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 507 | Extraforshutteringincircularwork(20%ofrespective centering and shuttering items) |
| 508 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 509 | Steelworkweldedin builtup sections/framedwork,includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar worksGrill Cover for Wells |
| 510 | FENCING FOR LARGE DRAWING WELLS |
| 511 | Earthworkin excavationby mechanicalmeans(Hydraulicexcavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil.For Foundations |
| 512 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:2:4(1 cement:2 coarsesand(zone-III)derivedfrom natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 513 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes,MS Posts for Fence, 100 X 100 X 4mm RHS Section, at every 2m C/C,Horizontals ISA 75 X 75 X 5mm - 2 Nos. |
| 514 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.For Grill Gate. |
| 515 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of Dia 3 mm including strengthening with 2 mm Dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. |
| 516 | TRANSIT |
| 517 | ROAD WORKS |
| 518 | Concrete pavement |
| 519 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressingtocamberandconsolidatingwithroadrollerincludingmaking goodtheundulationsetc.andre-rollingthesubgradeanddisposalof surplus earthwith lead upto 50 metres. |
| 520 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8to10tonnecapacitytoachievethedesireddensity,completeasper specifications and directions of Engineer-in-Charge. |
| 521 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 522 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 523 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.1cm Wide Joints |
| 524 | Providing and Drilling Holes and filling with Chemical Sealant Compound of approved make for Dowels from the Exisitng Concrete Surface, all complete as per direction of the Engineer-in-Charge.Chemical Anchors. |
| 525 | Providing and applying Bonding Agent between Old and New Concrete Surfaces, of approved make, all complete as per direction of the Engineer-in-Charge. |
| 526 | Cobble Stone Pavement |
| 527 | Providingandfixing10x10x7.50cmGranitestoneblockhandcutand chisel dressed on top, for paving in floors, drains etc. laid over 20 mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. |
| 528 | COVERED PEDESTRIAN WALKWAY |
| 529 | Foundation for Walkway Cover Posts |
| 530 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 531 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 532 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.By Mechanical Transport including Loading,unloading and stackingBeyond 10 km upto 20 km per km |
| 533 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 534 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 535 | For Footings |
| 536 | For Pedestals |
| 537 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for |
| 538 | For Footings |
| 539 | For Pedestals |
| 540 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 541 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 400 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconiesincludingfixingthesteelbarsinpositionusingepoxyresin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 25 mm dia. |
| 542 | Walkway Cover Structure |
| 543 | Structural Steel Works |
| 544 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes |
| 545 | Roof Sheeting Works - ACP Sheet |
| 546 | Designing,fabricating,testing,installingandfixinginpositionCurtain Wall with AluminiumCompositePanel Cladding,with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:Curved Sheet bent as required(a)Structuralanalysis& designand preparationofshopdrawingsfor pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing,fabricatingand supplyingand fixing panels of aluminium compositepanel claddingin panshapein metaliccolourof approved shadesmadeoutof4mmthickaluminiumcompositepanelmaterial consistingof 3 mmthickFRgrademineralcore sandwichedbetween two Aluminiumsheets(each0.5 mmthick). The aluminiumcomposite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainlesssteelscrews,nuts,bolts,washers,cleats,weathersilicone sealant, backer rods etc.(c) Thefasteningbracketsof Aluminiumalloy6005T5 / MSwith Hot Dip Galvanisedwith serrations and serrated washers to arrest the wind loadmovement,fasteners,SS 316 Pins and anchor bolts of approved makeinSS316,Nylonseparatorstopreventbi-metalliccontactsall complete required to perform as per specification and drawing The item includescost of all material& labourcomponent,the cost of all mock ups at site, cost of all samples of the individualcomponentsfor testing in an approved laboratory,field tests on the assembledworking curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation.Base frame work for ACP cladding ispayableundertherelevantaluminiumitems.TheContractorshall providecurtainwallwithaluminiumcompositepanelcladding,having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawingsand as directedby the Engineer-in-Charge. However,for the purposeof payment,onlytheactualareaontheexternalfaceofthe curtain wall with Aluminum Composite Panel Cladding (including width ofgroove) shall be measured in sqm. up to two decimal places. |
| 547 | Finishing with Epoxy paint (two or more coats) at all locations prepared andappliedaspermanufacturer’sspecificationsincludingappropriate priming coat, preparation of surface, etc. complete.On steel work |
| 548 | Precast Kerb Stone |
| 549 | Providing and laying at or near ground level factory made kerb stone of M-25gradecementconcreteinpositiontotherequiredline,leveland curvature,jointedwithcementmortar1:3(1cement:3coarsesand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage openingwhereverrequiredcompleteetc.asperdirectionofEngineer- in-charge (length of finished kerb edging shall be measured to calculate volumeforpayment).(PrecastC.C.kerbstoneshallbeapprovedby Engineer-in-charge). |
| 550 | ADDITIONAL CONCRETE BELOW KERBS ON FLOOD CARRIER ROAD |
| 551 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /PortIand Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content indesignmixismorethan110%of theminimumspecifiedcement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 300 kg /cum |
| 552 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form forLintels,beams,plinthbeams,girders,bressumers and cantilevers |
| 553 | Paver Block Paving |
| 554 | Earthworkinsurfaceexcavationnotexceeding30cmindepthbut exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil |
| 555 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 556 | Providingandlayinggangsawcut30mmthick,mirrorpolishedpre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm. |
| 557 | Providingandlayingtactiletile(forvisionimpairedpersonsasper standards)ofsize300x300x9.8mmhavingwithwaterabsorptionless than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 558 | Tree Gratings |
| 559 | Earthworkin excavationby mechanicalmeans(Hydraulicexcavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil |
| 560 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 561 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.By Mechanical Transport including Loading,unloading and stackingBeyond 10 km upto 20 km per km |
| 562 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 563 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 564 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) |
| 565 | Finishing walls with textured exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 566 | Steelworkweldedin builtup sections/framedwork,includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works |
| 567 | TRAFFIC MANAGEMENT related Works |
| 568 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glassbeadsdispenser,propanetankheaterandprofileshoeheater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 569 | TABLE TOP ROAD HUMPS |
| 570 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 571 | Concrete |
| 572 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for |
| 573 | Formwork for Road Humps |
| 574 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 575 | Providing and Drilling Holes and filling with Chemical Sealant Compound of approved make for Dowels from the Exisitng Concrete Surface, all complete as per direction of the Engineer-in-Charge.Chemical Anchors. |
| 576 | RAISED INTERSECTIONS ALONG FLOOD CARRIER ROAD |
| 577 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 578 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 579 | ROAD SAFETY INSTALLATIONS |
| 580 | Providing and Installing Convex Traffic safety Mirrors, made of Convex Glass 5mm thick coated with Silver and Copper as per IS - 3438 (1994), over an MS Pole of Height 2m and firmly fixed over Concrete, as directed by the Engineer-In-Charge.The Rate to include the Cost of Pole, fixing the Mirror and required Foundations.The rate to include Supply, Installation and Transportation Charges to Site. |
| 581 | 800mm dia |
| 582 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. Theglowstudshallsupportaloadof13635kgtestedinaccordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/- 5) degress to base .The reflective panels on both sides with at least 12 cmofreflectiveareaupeachside.Theluminanceintensityshouldbe as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommendedbythemanufacturercompleteandasperdirectionofEngineer-in-charge. |
| 583 | PARKING |
| 584 | CAR PARKING (STRUCTURE) |
| 585 | Foundation for Parking Cover Posts |
| 586 | Earthworkin excavationby mechanicalmeans(Hydraulicexcavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil |
| 587 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 588 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.By Mechanical Transport including Loading,unloading and stackingBeyond 10 km upto 20 km per km |
| 589 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 590 | Providing and laying in position ready mixed or site batched design mix cementconcreteforreinforcedcementconcretework;usingcoarse aggregateandfineaggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortIandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting ofconcrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 591 | For Footings |
| 592 | For Pedestals |
| 593 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form forWalls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 594 | For Footings |
| 595 | For Pedestals |
| 596 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 597 | Parking Cover Structure |
| 598 | Structural Steel Works |
| 599 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes |
| 600 | Finishing with Epoxy paint (two or more coats) at all locations prepared andappliedaspermanufacturer’sspecificationsincludingappropriate priming coat, preparation of surface, etc. complete.On steel work |
| 601 | Roof Sheeting Works |
| 602 | Aluminum Composite Panel Roofing for CAR PARKING |
| 603 | Designing,fabricating,testing,installingandfixinginpositionCurtain Wall with AluminiumCompositePanel Cladding,with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:Curved Sheet bent as required(a)Structuralanalysis& designand preparationofshopdrawingsfor pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing,fabricatingand supplyingand fixing panels of aluminium compositepanel claddingin panshapein metaliccolourof approved shadesmadeoutof4mmthickaluminiumcompositepanelmaterial consistingof 3 mmthickFRgrademineralcore sandwichedbetween two Aluminiumsheets(each0.5 mmthick). The aluminiumcomposite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainlesssteelscrews,nuts,bolts,washers,cleats,weathersilicone sealant, backer rods etc.(c) Thefasteningbracketsof Aluminiumalloy6005T5 / MSwith Hot Dip Galvanisedwith serrations and serrated washers to arrest the wind loadmovement,fasteners,SS 316 Pins and anchor bolts of approved makeinSS316,Nylonseparatorstopreventbi-metalliccontactsall complete required to perform as per specification and drawing The item includescost of all material& labourcomponent,the cost of all mock ups at site, cost of all samples of the individualcomponentsfor testing in an approved laboratory,field tests on the assembledworking curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation.Base frame work for ACP cladding ispayableundertherelevantaluminiumitems.TheContractorshall providecurtainwallwithaluminiumcompositepanelcladding,having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawingsand as directedby the Engineer-in-Charge. However,for the purposeof payment,onlytheactualareaontheexternalfaceofthe curtain wall with Aluminum Composite Panel Cladding (including width ofgroove) shall be measured in sqm. up to two decimal places. |
| 604 | TWO WHEELER PARKING (STRUCTURE) |
| 605 | Foundation for Parking Cover Posts |
| 606 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 607 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 608 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.By Mechanical Transport including Ioading,unloading and stackingBeyond 5 km upto 10 km per km |
| 609 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 610 | Providing and laying in position ready mixed or site batched design mix cementconcreteforreinforcedcementconcretework;usingcoarse aggregateandfineaggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortIandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting ofconcrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 611 | For Footings |
| 612 | For Pedestals |
| 613 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for |
| 614 | For Footings |
| 615 | For Pedestals |
| 616 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 617 | Parking Cover Structure |
| 618 | Structural Steel Works |
| 619 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes |
| 620 | Finishing with Epoxy paint (two or more coats) at all locations prepared andappliedaspermanufacturer’sspecificationsincludingappropriate priming coat, preparation of surface, etc. complete.On steel work |
| 621 | Roof Sheeting Works |
| 622 | Aluminum Composite Panel Roofing for 2 WHEELER PARKING |
| 623 | Designing,fabricating,testing,installingandfixinginpositionCurtain Wall with AluminiumCompositePanel Cladding,with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:Curved Sheet bent as required(a)Structuralanalysis& designand preparationofshopdrawingsfor pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing,fabricatingand supplyingand fixing panels of aluminium compositepanel claddingin panshapein metaliccolourof approved shadesmadeoutof4mmthickaluminiumcompositepanelmaterial consistingof 3 mmthickFRgrademineralcore sandwichedbetween two Aluminiumsheets(each0.5 mmthick). The aluminiumcomposite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainlesssteelscrews,nuts,bolts,washers,cleats,weathersilicone sealant, backer rods etc.(c) Thefasteningbracketsof Aluminiumalloy6005T5 / MSwith Hot Dip Galvanisedwith serrations and serrated washers to arrest the wind loadmovement,fasteners,SS 316 Pins and anchor bolts of approved makeinSS316,Nylonseparatorstopreventbi-metalliccontactsall complete required to perform as per specification and drawing The item includescost of all material& labourcomponent,the cost of all mock ups at site, cost of all samples of the individualcomponentsfor testing in an approved laboratory,field tests on the assembledworking curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation.Base frame work for ACP cladding ispayableundertherelevantaluminiumitems.TheContractorshall providecurtainwallwithaluminiumcompositepanelcladding,having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawingsand as directedby the Engineer-in-Charge. However,for the purposeof payment,onlytheactualareaontheexternalfaceofthe curtain wall with Aluminum Composite Panel Cladding (including width ofgroove) shall be measured in sqm. up to two decimal places. |
| 624 | PARKING PAVING |
| 625 | CEMENT CONCRETE PAVING FOR PARKING |
| 626 | Earthworkinsurfaceexcavationnotexceeding30cmindepthbut exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil |
| 627 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8to10tonnecapacitytoachievethedesireddensity,completeasper specifications and directions of Engineer-in-Charge. |
| 628 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 629 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 630 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.2.5cm per metre length |
| 631 | OTHER WORKS |
| 632 | Providing and Installing Precast RC Car Stoppers of Size 250mm X 200mm X 2000m Long, |
| 633 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glassbeadsdispenser,propanetankheaterandprofileshoeheater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 634 | ELECTRICAL |
| 635 | RING MAIN UNIT (AS PER DEPARTMENT)Supply, Installation, Testing & Commissioning of 11 K.V. H.T.(2OD+1VL) SF6 Gas Pressure Gauge Manometer with Vacuum circuit breaker RMU PANEL WITH DAS COMPITABALITY (OUTDOOR TYPE IP 55) is made out of 2.0 mm CRCA , Mild steel, Metal clad, Free standing, Totally enclosed, Cubicle type, Fully compartmentalized, Outdoor installations& Suitable for operation on 11kV, 3Ph, 50 Hz, AC earthed system. The panel to be dust, vermin and water proof (IP 55) type and with powder coated paint after suitable seven tank pre-treatment. The panel shall contain the equipment components as described below, Complete with bus bar inter connections control wiring, Designation labels, Caution notices, EB Sealing and pad locking facilities wherever required. Necessary space provision for entry of HT cables from the bottom through detachable gland plates as per the technical specification. Necessary civil foundation will be in the scope of client. The panel will comprise of the following:- Electricity Board Incoming of On Load Air Break switch with Motor & Earth switch 3Pole,630A, 11kV,26.3kA, Suitable Aluminium bus bar Rating, 3ph with heat shrinkable sleeves and busbar supports of Resin Cast with 11KV Di-Electric & Mechanical Strength and indicating lamps.- 2setsOutgoing of SF6 Gas Pressure Gauge Manometer with Vacuum circuit breaker with Motor 3Pole, 630A, 11kV, 26.3kA, Suitable Aluminium bus bar Rating, 3ph with heat shrinkable sleeves and busbar supports, Over Current & Earth Fault relay (50,51,50N,51N),internal circuit relay (94), Protection CT, Metering CT of Resin Cast, Pressure Switch, Capacitive Voltage Indications (VPIS), Fault Passage indicator, Battery Charger Unit, Battery, Auxiliary Transformer, Potential Transformer, Operation Counter for LBS & CB, Multifunction meter with RS485 Port, Surge Suppressor, MCB for Potential Transformer, MCB for Auxillary Transformerwith 11KV Di-Electric & Mechanical Strength and indicating lamps.- 1setsNOTE:RING MAIN SHOULD BE COMPATIBLE FOR SCADA CONNECTIVITY FOR REMOTE MONITERING SYSTEM |
| 636 | HT RING MAIN UNIT (AS PER DEPARTMENT) FOR POWER BACK-UPSupply, Installation, Testing & Commissioning of11 K.V. H.T.(2OD+3VL) SF6 Gas Pressure Gauge Manometer with Vacuum circuit breaker RMU PANEL WITH DAS COMPITABALITY (OUTDOOR TYPE IP 55) is made out of 2.0 mm CRCA , Mild steel, Metal clad, Free standing, Totally enclosed, Cubicle type, Fully compartmentalized, Outdoor installations& Suitable for operation on 11kV, 3Ph, 50 Hz, AC earthed system. The panel to be dust, vermin and water proof (IP 55) type and with powder coated paint after suitable seven tank pre treatment. The panel shall contain the equipment components as described below, Complete with bus bar inter connections control wiring, Designation labels, Caution notices, EB Sealing and pad locking facilities wherever required. Necessary space provision for entry of HT cables from the bottom through detachable gland plates as per the technical specification. Necessary civil foundation will be in the scope of client. The panel will comprise of the following: -Electricity Board Incoming of On Load Air Break switch with Motor & Earth switch 3Pole,630A, 11kV,26.3kA, Suitable Aluminium bus bar Rating, 3ph with heat shrinkable sleeves and busbar supports of Resin Cast with 11KV Di-Electric & Mechanical Strength and indicating lamps.- 2sets Outgoing of SF6 Gas Pressure Gauge Manometer with Vacuum circuit breaker with Motor 3Pole, 630A, 11kV, 26.3kA, Suitable Aluminium bus bar Rating, 3ph with heat shrinkable sleeves and busbar supports, Over Current & Earth Fault relay (50,51,50N,51N),internal circuit relay (94), Protection CT, Metering CT of Resin Cast, Pressure Switch, Capacitive Voltage Indications (VPIS), Fault Passage indicator, Battery Charger Unit, Battery, Auxiliary Transformer, Potential Transformer, Operation Counter for LBS & CB, Multifunction meter with RS485 Port, Surge Suppressor, MCB for Potential Transformer, MCB for Auxiliary Transformerwith 11KV Di-Electric & Mechanical Strength and indicating lamps.- 1sets NOTE:RING MAIN SHOULD BE COMPATIBLE FOR SCADA CONNECTIVITY FOR REMOTE MONITERING SYSTEM |
| 637 | TRANSFORMER WORKS |
| 638 | Supply andtesting of 250 kVA capacity 11000Vprimary and 433V secondary, ONAN, OCTC, 3phase, 50Hz, Dyn11, Delta/Star step down, oil filled, 5Star, Aluminium wound, plinth mounted type transformer as specified with cable box on both L.T side and H.T.Side and also initial fill of the oil. The rate shall include the lifting of transformer to the necessary height, necessary hardware, grouting etc, as required.(Transformer shall be as per IS 1180) |
| 639 | Supply andtesting of 500 kVA capacity 11000Vprimary and 433V secondary, ONAN, OCTC, 3phase, 50Hz, Dyn11, Delta/Star step down, oil filled, 5Star, Aluminium wound, plinth mounted type transformer as specified with cable box on both L.T side and H.T.Side and also initial fill of the oil. The rate shall include the lifting of transformer to the necessary height, necessary hardware, grouting etc, as required.(Transformer shall be as per IS 1180) |
| 640 | Supply andtesting of 1000 kVA capacity 11000Vprimary and 433V secondary, ONAN, OCTC, 3phase, 50Hz, Dyn11, Delta/Star step down, oil filled, 5Star, Aluminium wound, plinth mounted type transformer as specified with cable box on both L.T side and H.T.Side and also initial fill of the oil. The rate shall include the lifting of transformer to the necessary height, necessary hardware, grouting etc, as required.(Transformer shall be as per IS 1180) |
| 641 | DIS MANTLING OF EXISTING TRANSFORMER AND TRANSPORT AND TORING AT ASSIGNED LOCATION AS PER THE SITE REQUIREMENT.The scope includes Loading/Unloading of equipment from Truck and container, shifting to place of Store/erection, unpacking at site, assembly of loosely furnished accessories, busbar.etc installation on ready foundation / floor. Any material or Hardware including Anchor Fastener supply & installation.The cost of Crane /Hydra if required to be included in this item. |
| 642 | DISMANTLING OF EXISTING HT POLE STRUCTURE AND TRANSPORT AND STORING AT ASSIGNED LOCATION AS PER THE SITE REQUIREMENT. The scope includes Loading/Unloading of equipment from Truck and container, shifting to place of Store/erection, unpacking at site, assembly of loosely furnished accessories, busbar.etc installation on ready foundation / floor. Any material or Hardware including Anchor Fastener supply & installation.The cost of Crane /Hydra if required to be included in this item. |
| 643 | HT. CABLES & HT CABLE END TERMINATIONS |
| 644 | Supply, laying, testing and commissioning of 11kV, HT XLPE insulated FRLS outer sheathed armouredAluminiumEarthed conductor cable as per IS 7098 part II and as per technical specifications.The cable shall be laid in existing trenches / cable trays as required with rate include of cable route markers, name plate.The cable shall be clamped at regular intervals to the supports in trench or on cable trays or brick wall using MS clamps, cable ties and fasteners. |
| 645 | 11KV 3core 400 sqmm XLPE insulated FRLS outer sheathed Aluminium Armoured UG cable -- RING MAIN CABLE |
| 646 | 11KV 3core 400 sqmm XLPE insulated FRLS outer sheathed Aluminium Armoured UG cable --TO PLOTS (25MTR AVERAGE LENGTH CONSIDERED FOR85UNITS) |
| 647 | Supply and installation of11kV, HTpower cable end termination using heat Raychem kit shrinkable push on/resin cast UG cable jointing kit complete for blow listed cable.The work includes testing & commissioning of cables, meggering values & submiting reports of tests, cable route markers and name plate. |
| 648 | 11KV 3core 400 sqmm XLPE insulated FRLS outer sheathed Aluminium Armoured UG cable. |
| 649 | 11KV 3core 400 sqmm XLPE insulated FRLS outer sheathed Aluminium Armoured UG cable (PLOT CONNECTIVITY) 85UNITS -4Terminations each(Termination of cables for HT consumers shall be in tenant scope of work) |
| 650 | Supply and Laying of 150mm dia GI pipe for HT cable raising. [near the Transformer, Metering panel & VCB panel]. Rate shall include for necessary clamps and fixing accessories to fix it. |
| 651 | Supply and laying of 150mm dia RCC NP-2 class Concrete hume pipe with accessories like collar, packing material etc. Rate shall include for excavation and backfilling of 450mmX1000mm (width X depth) underground cable trenches. |
| 652 | Supply and laying of 300mm dia RCC NP-2 class Concrete hume pipe with accessories like collar, packing material etc. Rate shall include for excavation and backfilling of 450mmX1000mm (width X depth) underground cable trenches. |
| 653 | Digging & concrete inspection chamber of 600mm x 600 mm x 1000mm (width X depth x length)for cables. Rate shall include necessary civil works and Heavy duty checker plate. |
| 654 | DISTRIBUTION BOARDS |
| 655 | Supply, shifting, erection, testing and commissioning of Distribution Boards of standard DBs 1.2mm thickness & fabricated DBs 1.6mm thickness sheet metal and double door (Inner and Outer) construction. DB\"s shall besuitable for single phase/3 phaseoperation. Also job includes termination of incoming and outgoing cables, drilling of gland plate, brass cableglands, name plate, lugs and shall be completely wired up to incoming and outgoing terminals by FR-PVC insulated FRLSH copper cable of adequate rating.DB\"s shall be concealed on brick wall or surface mounted as per tender technical specifications. The scope includes Loading/Unloading of equipment from truck and container, shifting to place of Store/erection, unpacking at site, assembly of loosely furnished accessories, installation on ready civil wall or wall panel, chipping along the wall fixing chicken mesh and making good surface of wall as required at site. Any material or Hardware including Anchor Fastener shall be supplied & installed by Contractor. All DB enclosures should be suitable as per the incomer & outgoings MCBs, RCCB, SPD, Isolator, etc.,Note: The rates for the following items shall include installation ofMCCBs, MCBs, RCCBs or RCBOs along with all necessary fixing accessories like mounting screws, doors, locks, din rails, bus bars, blank plates for all the unused outgoing ways, etc.PUMP ROOMAREA LPDB All MCB SHALL BE \"C\" CURVE3 phase TPN MCB DB Incoming :- 63A 4P MCB- 1 NoSub incomming :- 63A DP RCCB, 30mA- 3 NosOut going :- 10/16A SP MCB- 12 NosComplete |
| 656 | L.T. CABLES & LT CABLE END TERMINATIONS |
| 657 | L.T. CABLES |
| 658 | Supply, laying, testing and commissioning of 1100V grade, XLPE insulated armoured / unarmoured Aluminium / Copper conductor cable as per technical specifications.The cable shall be laid in existing trenches / cable trays as required with rate include of cable route markers, name plate.The cable shall be clamped at regular intervals to the supports in trench or on cable trays or brick wall using MS clamps, cable ties and fasteners as per technical specifications. Upto 6sqmm, cable shall of round strips and 10sqmm and above, cables offlat strips shall be considered. |
| 659 | 3.5 C 300 Sqmm LT XLPE insulated Aluminium conductor PVC outer sheathed Armouredcable |
| 660 | 3.5 C 240 Sqmm LT XLPE insulated Aluminium conductor PVC outer sheathed Armouredcable |
| 661 | 3.5 C 150 Sqmm LT XLPE insulated Aluminium conductor PVC outer sheathed Armouredcable |
| 662 | 3.5 C 120 Sqmm LT XLPE insulated Aluminium conductor PVC outer sheathed Armouredcable |
| 663 | 3.5 C 35 Sqmm LT XLPE insulated Aluminium conductor PVC outer sheathed Armouredcable |
| 664 | 4 C 25 Sqmm LT XLPE insulated Aluminium conductor PVC outer sheathed Armouredcable |
| 665 | 3 C 4 Sqmm LT XLPE insulated Copper conductor PVC outer sheathed Armouredcable |
| 666 | 1 C 6 Sqmm FRLS flexible copper cable |
| 667 | LT CABLES END TERMINATIONS |
| 668 | Supply and installation of1100V grade LTpower cable end termination for below listed XLPE cable with Copper/Aluminium lugs, heat shrinkable sleeves on long ends, brass cableglands (double compression type), tapping, crimping, name plate etc.,The work includes testing & commissioning of cables, meggering values & submitting reports of tests, cable route markers and name plate. |
| 669 | 3.5 C 300 Sqmm LT XLPE insulated Aluminium conductor PVC outer sheathed Armouredcable |
| 670 | 3.5 C 240 Sqmm LT XLPE insulated Aluminium conductor PVC outer sheathed Armouredcable |
| 671 | 3.5 C 150 Sqmm LT XLPE insulated Aluminium conductor PVC outer sheathed Armouredcable |
| 672 | 3.5 C 120 Sqmm LT XLPE insulated Aluminium conductor PVC outer sheathed Armouredcable |
| 673 | 4 C 25 Sqmm LT XLPE insulated Aluminium conductor PVC outer sheathed Armouredcable |
| 674 | 3 C 4 Sqmm LT XLPE insulated Copper conductor PVC outer sheathed Armouredcable |
| 675 | 1 C 6 Sqmm FRLS flexible copper cable |
| 676 | CABLE TRAYSSupply transport , unloading , shifting & installation in horizontal & vertical formation of prefabricated perforated type galvanised sheet steel cable trays & cable tray cover of different widths and delivered in standard lengths along with Coupler plates and requisite number of hardwires, at different levels along pipe rack, open area , ready made cable trenches, cable cellar, etc and The Contractor\"s scope is inclusive of lifting & placing of trays on supports at different levels, aligning, joining of trays with couplers, clamping/ fastening to the support of the vertical portions and wherever required as per specs/ drawings. All the necessary bends (horizontal/ vertical), tees, cross, elbows, reducers, etc., as shown in the drawing and as per the site condition/ requirement are to be fabricated out of standard length of traysand as per standard& good engineering practice, Gas cutting of cable trays at site is not permitted. If any welding is to be done on cable trays applying of two coats of zinc rich primer and one coat of Silver paint at the modified/ repaired area/ portions and erection of the same. The running rate shall include bends , T section and couplers. All the necessary modifications, addition, removal of supports, brackets, cleats, etc., minor civil works for grouting and entries are to be carried out as and where required as a part of this item work but the measurement and payment will be made against similar item appearing elsewhere in this BOQ. Without limiting to the above, the work is to be completed in all respects end to end of each route as per the specs, drawings and the direction of the Engineer-In-Charge. Installation of Factory fabricated GI Ladder type cable tray made out of 14swg sheet steel, side channel size 75mmx15 mm and rung size 30mmx6mm, spaced at 250mm interval and factory fabricated GI perforated type cable tray made out of 14swg sheet steel. supporting angle frame at every 1.2 mtr, bottom angles, anchor fasteners, bolts and nuts etc. The tray shall be suspended from ceiling using anchor bolt and angle iron supports or threaded rods.The rate shall include allaccessories like bends, elbows, tees, coupler plates, joints and fixing accessories etc., which will be measured as linear measurement.Cable tray shall be hot dipped galvanized with cover and minimum thickness of GI coating is 80 to 100 Microns. Thickness ofperforated cable tray sheet steel for 50 mm to 300 mm cable tray = 2.0 mm thick and minimum height of the perforated cable Tray is 50 mm.Thickness ofperforated cable tray sheet steel for 450 mm to 900 mm cable tray = 2.5 mm thick and inside / covered area, Factory fabricated GI Ladder type cable tray made out of 14swg sheet steel, minimum Height of the perforated cable tray is 50mm. Thickness ofLadder cable tray sheet steel cable tray = 2.5 mm thick and minimum Height of the ladder type cable tray is 50 mm.Cable tray shall be in different widths and shall be in standard length 2500 mm long and suitable to couple two cable trays with coupler. Thickness of cable tray cover for all width of cable tray is 1.6 mm |
| 677 | 600mm(W) x 75mm(H) wideladder type cable tray |
| 678 | 450mm(W) x 75mm(H) wide ladder type cable tray |
| 679 | Supply and fixing of powder coated Race way with cover Including itsAccessories 200x100mm size.(FOR DBs DROPS ) |
| 680 | CIRCUIT MAINS AND POWER WIRING |
| 681 | Supply and laying of circuit Mains & power wiring using 1100V grade FR-PVC insulated multi strand FR-LSH flexible copper cable and following conduits. The scope of the work includes fixing necessary flexible conduits, pipe, bends, collars, junction boxes, clamps (every 500mm),ferruls, spacing bars/ saddle as specified, tying of the conduitwith reinforced rods, chipping along the wall fixing chicken mesh and making good surface of wall as required at site. The detailed conduit layout preparation for Aesthetics look will be in contractor scope.Conduit shall have 40% free space. |
| 682 | 3 Core 2.5 sqmm multi strand FR-PVC insulated FR-LSH copper flexible cable. (For Lighting circuit wiring) |
| 683 | 3 Core 4 sqmm multi strand FR-PVC insulated FR-LSH copper flexible cable. (For 1 phase power wiring) |
| 684 | 25 mm dia 2 mm thick Heavy Duty FRLS PVC conduits with fixing necessary flexible pipe, bends, collars, junction boxes, clamps, spacing bars/ saddle as specified, tying of the conduitwith reinforced rods in concealed / open conduit system as per the site condition |
| 685 | 32 mm dia 2 mm thick Heavy Duty FRLS PVC conduits with fixing necessary flexible pipe, bends, collars, junction boxes, clamps, spacing bars/ saddle as specified, tying of the conduitwith reinforced rods in concealed / open conduit system as per the site condition |
| 686 | 65 mm dia metal hose pipe with fixing necessaryflexible pipe, clamps etc |
| 687 | POINT WIRINGSupply, Installation, Testing & Commissioning of Light point wiring using 1100 volts grade 3C 2.5 sq.mm multi strand PVC insulated FR-LSH copper flexible cable drawn in 2mm thick 25mm dia FRLS PVC heavy duty conduit in a concealed / open conduit system. The wiring shall be complete with conduit and wiring accessories like flexible pipes, junction boxes, collars, tees, bends, elbows, MS back boxes, GI pull wires, clamps (Every 500mm distance), spacers, screws, ferruls etc., PVC glands, ceiling rose, flexible conduit/ inspection L bends, fan hooks wherever required & terminations using tinned copper lugs of crimping type. The rate shall include providing mounting metal boxes with tapped holes and screws and flush type light switches withfront plates with brass screws. The switch boxes shall be flush mounted on brick wall. Rate shall be included backbox fixing concelead on the walland chipping along the wall fixing chicken mesh and making good surface of wall as required at site. The point wiring shall be as per tender specification. Wiring from DB to first Switch & first switch to switch shall be with 2.5 sq.mm multi strand PVC insulated FR-LSH copper flexible cable and wiring from switch to first light fitting & first light fitting to subsequent fitting with 2.5 sqmm. DB to switch control & switch to switch wiring will be measured as circuit wiring. First point wiring will be 7mtrs, second point wiring will be 10mtrs, third point wiring will be 13mtrs, fourth point wiring will be 16mtrs, fifth point wiring will be 19mtrs. Any point wiring cable quantity exceeding as mentioned in point wiring cable, this will be measured as circuit wiring. These cables will be measured as circuit wiring.Electrical contractor can also install Conduit on Threaded rod with Anchor fastener and cross angle arrangment instead of Spacer saddle for more number of conduits passing from ceilling at every 1.5 Mtr. maximum, Client will not pay extra for this arrangment, it is a part of installation work instead of Spacer saddle. |
| 688 | Single light point controlled by 6A Switch with screws and flush type poly carbonate front plate. |
| 689 | Two light point controlled by 6A Switch with screws and flush type poly carbonate front plate. |
| 690 | Three light point controlled by 6A Switch with screws and flush type poly carbonate front plate. |
| 691 | LIGHT FIXTURESSupply, Installation, Testing & commissioning of following LED light fittings with accessories and LED chip. The Luminaire shall be with CRCA housing and Luminaire should have Life of50000hrs@L70B50 Lumen maintenance, CCT up to 5700K, CRI >81, PF >0.95, THD<10% and an operating Voltage Range of 120 - 277V, Internal Surge Protection 2.5KV. The fixture should comply with the parameters as per IS 10322. The LED driver should comply to IEC61000-3-2 ed.3.2, 2009 for Harmonics, IEC61347 -2 -13, 2006 in Conjunction with IEC61347-1 ed.2.0, 2007 for Electrical Safety, IEC62384 ed.1.1, 2011 for performance and IEC61547 ed.2.0, 2009, CISPR-15 for EMI. Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters.BIS approved with R-Code. The scope shall include own lifting & transporting arrangement, unpacking assembly of luminaries, providing ofSSGriplle with accessories for lighting supports, nuts, anchor fasteners, bolts, screws for light fitting. The scope of work also includes any modifications required to be carried out on the mounting bracket to suit mounting of light fixtures & any modification inside control gear box/fixture for proper commissioning of fixture. All Light fixture shall be complied with as per tender technical specifications. (Scaffloding or scissors lift rental cost shall be in Vendor scope) |
| 692 | 20W LED (IP65) Surface or pendant mounted totally enclosed LED light fixture of approved make. System output2000 lumens to be considered. |
| 693 | 10W Bulk head type luminaire with 1000 lumens system output. (For jeep Track Tunnel Lighting) @ every 10Mtr Distance |
| 694 | Supply, installation, testing & commissioning of 20M height 3mm thick High mast shaft in Two sections suitable for wind speed as per IS 875 part 3, Max wind speed up to 50m/sec, with head frame, winch mounting bracket, luminaries carriage suitable to install 8 nos luminaries in symmetrical arrangement. Raising lowering system comprising double drum winch, 6mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, IP66 junction box, lightning finial, aviation lamp with control wiring. Rate shall include internal wiring from Junction Box to individual luminaire & MCB in base compartment, Civil works including foundation, M30X850mm Foundation bolts along with 3 nuts and washers, suitable Anchor Plate and Template complete set. Outdoor stand mounted feeder pillar with 32A TPN MCB incomer & 6A MCB for each light fixtures, single dial time switch, 25A TP contactor for the automatic switching of luminaries, power tool control with 2 nos of 9A contactors and raise lower push button, Incoming 4C 4 sqmm armoured copper cable and out going 4C 4 sqmm armoured copper cable terminals. |
| 695 | 100W LED (IP66) flood light suitable for mounting in above High mast pole and mounting necessary accessories of Approved make. System output should be 10000 lumens. |
| 696 | EARTHINGGI Earthing for Process Equipment, HVAC equipment, Utility equipment, Electrical DBs body earthing |
| 697 | Supply, Installation & Testing of GI Plate (600mm x 600mm x 6mm) earth station as per IS 3043 complete with salt, charcoal, 2 Nos of 50mmx6mm GI strip/conductor up to test link, 50mm dia GI watering pipe with funnel, test link. the earthing chamber of 600mmx600mm size, Heavy duty MS cover size shall be 450mmx450mm etc. with required civil works complete. Rate shall include excavation, concrete slab breaking & backfilling with civil works chargesas per the site condition. The identification number shall be provided both inside and outside of equipment. |
| 698 | Supply and Laying of following earthing strips / earth wire of the following sizes with required accessories like clamps,bolts & nuts, painting. Two numbers of earth strips should run along with cable tray/civil wall with proper using bolt and nuts for strips connectivity and two earth points shall be end terminated for all equipments, motors, all Electrical and ELV panels, DB, cable glands etc., refer the earthing schematic for considering the earth strips. |
| 699 | 50mmx6mm GI Strip |
| 700 | 25mmx6mm GI Strip |
| 701 | 300(D)x100(W)mm Digging & refilling of underground trenches for earthing strips. |
| 702 | MISCELLANEOUS |
| 703 | Supply, Fabrication & Installation of structural steel in form of MS angles, channels, flats etc. for supporting various items of equipments such as various panels, cable trays, push button station, junction boxes, Plug sockets, DB\"s etc. including drilling, welding, grouting, chipping, bolting with supply of required hardware. Fabricated and installed structural steel shall be suitably painted with 2 coats of enamel paintafter applying 2 coats of red oxide primer. Colour shade of supports shall be same as that of main shade of support structure or will be as per the site engineer approval. |
| 704 | Supply, Fabrication & Installation of FRP SUPPORTS L angle support, vertical supports, channels, flats etc. for supporting various items of equipments such as cable trays, push button station, junction boxes, Plug sockets, DB\"s etc. including drilling, jointing, grouting, chipping, bolting with supply of required hardware accessories. supports shall be made considering StaticDynamic load conditions as per the site requirement & Engineersa approval |
| 705 | Supply and laying of Rubber mat of size 1000mmx2000mmx2.5mm thick of 11K V grade as per IS 15652. |
| 706 | Supply and fixing of 4.5 Kg capacity CO2fire extinguisher |
| 707 | Supply and Installation of Electrical Shock Treatment chart as approved by the electrical Inspectorate mounted in a teak wood frame and suitable for hanging on wall |
| 708 | Supply and Installation of 11kV Handgolves as approved by the electrical Inspectorate. |
| 709 | Supply and fixing first aid box of standard type suitable for minimum 10 workers |
| 710 | Digging & refilling of underground cable trenches 300mm (W) X 1000 (D) for laying LT cable. Rate shall include covering of cable by using tiles/bricks, sand etc. complete (street light cables) |
| 711 | Supply of Telescopic type Extendable alluminium ladder- 15Feet |
| 712 | L.T.PANELS |
| 713 | MAIN PHE PANEL-1Supply, Installation at Ground floor level, testing & commissioning of PHE Panel. The Panel cubicle type made out of 14/16 Swg MS CRCA sheet which is derusted, degreased, phosphated and passivated with angle iron skeleton or sheet foldedconstruction. The panel to be dust and vermin proof type andwith powder coated paint after suitable seven tank pretreatment. The panel will have individual compartments for incoming and outgoing feeders made out of cold rolled sheet and doors fitted with Neoprene gaskets and fasteners. Internal parts ofpanel can be ofunpainted / GI parts to ensureeffectiveearth continuity.The switchboards design to be tested as perIEC 60439requirement. Busbars are to be of high conductivity Aluminium Alloy E91E IS 5082. Cable entry/Bus bar for Incomer and for all outgoings as per the SLD and it will be from either top or bottom. The panel will have Louvers with necessary cooling methodology wherever necessary. following all breakers Icu shall be 100%. Incoming metering compartment & all cable alleys should have LED light with limit switch. All cable alleys should have Thermostat.Refer the technical specifications and SLD for more details. LOTO to be provided for incomer and outgoing feeders.The scope includes Loading/Unloading of equipment from Truck and container, shifting to place of Store/erection, unpacking at site, assembly of loosely furnished accessories, busbar.etc installation on ready foundation / floor. Any material or Hardware including Anchor Fastener supply & installation.The cost of Crane /Hydra if required to be included in this item.INCOMINGEB INCOMER( FROM TRANSFORMER POWER SOURCE)630A TPMCCB, 50kA capacity with Rotary handle operating mechanism and Microprocessor releases for short circuit, over current &MFM (EM6436H or Equivalent) with RS 485 port, CT 800/5A, CL1,10VA& ON/OFF/TRIP Indicating lamps with control MCB\"s- 1 SetProtection relays with suitable CTs. ANSI, 49, 51, 51TD, 50, 51 N, 51N TD, 51G, Zone Selectivity 68, undervoltage – 27, Over Voltage 59 - 1 set.Instrument panel consists ofMaximum demand controller (EM 7430 or Equivalent) with RS 485 port with display, Line voltage monitor (LVM), Emergency push button, Restricted earth fault (64R) with 5P10 CT, APFC sensing relay with CTs, RYB & Trip indicating lamps with control MCB\"s, Current Transformer, ELR (1-12A)with CBCT,, Single phase preventer with Timer, Auxillary contactor with addition block, Auto manual switch complete - 1 setDG INCOMER(FROM DG SET)630A TPMCCB, 50kA capacity with Rotary handle operating mechanism and Microprocessor releases for short circuit, over current &MFM (EM6436H or Equivalent) with RS 485 port, CT 800/5A, CL1,10VA& ON/OFF/TRIP Indicating lamps with control MCB\"s- 1 SetProtection relays with suitable CTs. ANSI, 49, 51, 51TD, 50, 51 N, 51N TD, 51G, Zone Selectivity 68, undervoltage – 27, Over Voltage 59- 1 set.Instrument panel consists of RYB & Trip indicating lamps,with control MCB\"s,Current Transformer, NC on indicating lamps, DG on indicating lamps, start/stop push button,Emegency stop push button,Test, Acknowledge, Reset push button,hooter,24V DC battery charger, SMPS, Analogue Ammeter, 8 window annunciator, LDM, KWH Meter with RS 485 port, LVM, ELR(1-12A) with CBCT, with control MCBs, Auto manual switch, APFC panel 3phase sensing relay with CTS,Modbus connectivity for BMS monitoring with indicator and 4Pole isolator, Auxillary contactor with addition block, complete - 1 setsAMF relay,REF Relay (64R), Reverse power relay, 5P10,15VA CTs, only space provision for Synchronization relay- 1 setBUSBAR630ATPN 50kA Aluminium busbarwithheat shrinkable sleeves and extendable type,100kA SPD with indicator and 4Pole isolator - 1lotElectrical Interlockbetween EB Incomer MCCB & D.G Incomer MCCB. Rate shall include required necessary contactors, wiring and related accessories - 1 lotLogic of Interlock :When EB (Transformers) is ON, DG should be OFF and when EB supply goes off,DG should ON Automatically.FRP Supportings and FRP Barriers with control wiring- 1 LotOUTGOING400A TPMCCB, 50kA capacity with Rotary handle operating mechanism and Microprocessor releases for short circuit, over current &MFM (EM6436H or Equivalent) with RS 485 port, CT 630/5A, CL1,10VA& ON/OFF/TRIP Indicating lamps with control MCB\"s- 1 Set320A TPMCCB, 50kA capacity with Rotary handle operating mechanism and Microprocessor releases for short circuit, over current &MFM (EM6436H or Equivalent) with RS 485 port, CT 320/5A, CL1,10VA& ON/OFF/TRIP Indicating lamps with control MCB\"s- 3 Set250A TPMCCB, 50kA capacity with Rotary handle operating mechanism and Microprocessor releases for short circuit, over current &MFM (EM6436H or Equivalent) with RS 485 port, CT 250/5A, CL1,10VA& ON/OFF/TRIP Indicating lamps with control MCB\"s- 1 Set100A TPMCCB, 50kA capacity with Rotary handle operating mechanism and Microprocessor releases for short circuit, over current &MFM (EM6436H or Equivalent) with RS 485 port, CT 100/5A, CL1,10VA& ON/OFF/TRIP Indicating lamps with control MCB\"s- 1 Set63A TPMCCB, 50kA capacity with Rotary handle operating mechanism and Microprocessor releases for short circuit, over current &MFM (EM6436H or Equivalent) with RS 485 port, CT 63/5A, CL1,10VA& ON/OFF/TRIP Indicating lamps with control MCB\"s- 2 Set |
| 714 | APFC PANEL-1 - 70KVARSupply, testing , commissioning and installation of APFC panel at Ground Floor level, cubicle type made out of 14/16 swgMS CRCA sheet which is derusted, degreased, phosphated and passivated with angle iron skeleton or sheet folded construction. The panel to be dust and vermin proof type and with powder coated paint after suitable seven tank pretreatment. The panel will have individual compartments for incoming and outgoing feeders made out of cold rolled sheet and doors fitted with Neoprene gaskets and fasteners. Internal parts of panel can be of unpainted / GI parts to ensure effective earth continuity. The switchboards are to be tested as per IS 8623-1977 specifications. Busbars are to be of high conductivity Aluminium Alloy E91E IS 5082 specification. Cable entry for incomer and for all outgoings will be from either top or bottom. The panel will have Louvers with necessary cooling methodology wherever necessary. following all breakers ICU shall be 100%. Refer the technical specifications and SLD for more details. LOTO to be provided for incomer and outgoing feeders. The scope includes loading/unloading of equipment from truck and container, shifting to place of store/erection, unpacking at site, assembly of loosely furnished accessories, busbar.etc, installation on ready foundation / floor, any material or hardware including anchor fastener supply & installation.The cost of Crane /Hydra if required has to be included in this item.INCOMING200A 4PMCCB, 50kA capacity with Rotary handle operating mechanism and Microprocessor releases for short circuit, over current &MFM (EM6436H or Equivalent) with RS 485 port, CT 200/5A, CL1,10VA& ON/OFF/TRIP Indicating lamps with control MCB\"s- 1 SetRYB indicating lamps with 6A control MCB\"s -1set.200A TPN 50kAAluminium Busbar - 1 set18Stage Dual source Automatic Power factor Correction relay with Meter of NEPTUNE - G8/G8 plus make or equivalent with required CTs - 1 LotControl Contactor - 1 setAuto / Manual switch - 1 setOUTGOING25kVAR Super Heavy duty Capacitor with 7% detuned reactors filter & capacitor duty contactor,Ventilation Fan, ON/OFF Push Button and ON/OFF Indicating Lamps with 63A TP MCCB, 50KA- 2 Nos10kVAR Super Heavy duty Capacitor with 7% detuned reactors filter & capacitor duty contactor,Ventilation Fan, ON/OFF Push Button and ON/OFF Indicating Lamps with 63A TP MCCB, 50KA- 2 Nos Dummy compartment suitable for 63 Amps Active Harmonic filters - 1 No |
| 715 | RAIN WATER TRANFER PUMP MCC PANEL - OUT DOOR TYPE (IP55)Supply, installation at Ground Floor level, testing and commissioning ofRain Water Transfer MCC PANEL (IP 55) cubicle type made out of 14/16 swg MS CRCA sheet which is derusted, degreased, phosphated and passivated with angle iron skeleton or sheet folded construction. The panel to be dust and vermin proof type and water proof (IP55) with powder coated paint after suitable seven tank pretreatment. The panel will have individual compartments for incoming and outgoing feeders made out of cold rolled sheet and doors fitted with Neoprene gaskets and fasteners. Internal parts of panel can be of unpainted / GI parts to ensure effective earth continuity. The switchboards design to be tested as perIEC 60439requirements. Busbars are to be of high conductivity Aluminium Alloy E91E IS 5082 specification. Cable entry for incomer and for all outgoings will be from either top or bottom. The panel will have louvers with necessary cooling methodology wherever necessary. Incoming metering compartment & all cable alleys should have LED light with limit switch. All cable alleys should have Thermostat. LOTO to be provided for incomer and outgoing feeders. All control wiring has to be done upto cable alley, Following all breakers Icu shall be 100%. Refer the technical specifications and SLD for more details. 2set of potential free contactor has to be provided for all starter feeders.The scope includes Loading/Unloading of equipment from Truck and container, shifting to place of Store/erection, unpacking at site, assembly of loosely furnished accessories, busbar.etc installation on ready foundation / floor. Any material or Hardware including Anchor Fastener supply & installation.The cost of Crane /Hydra if required to be included in this item.INCOMING63A 4P 25kAMCCB with Rotary handle operating mechanism and Microprocessor based releases for Short circuit, Over current, Earth fault & Shunt trip. With ON/OFF /Trip indicating lamps withcontrol MCB\"s - 1set63/5A 15VA Class 1 CT\"s-3Nos.MFM (EM 6400NG or Equivalent) with RS 485 port -1set.RYB indicating lamps with 6A TPN control MCB\"s -1set.50A TPN 25kA Aluminium Busbar -1set.ELR (1-8A) with CBCT & Modbus TCP Communication -1set. Line Voltage Monitor -1set.50kA SPD with indicator and 4Pole isolator - 1 SetOUTGOING5.5-7A TP 25kA MPCB with DOL starting type contactor for 3.7kW motor, single phase preventer, 2 pole 4 way rotary selector switch for automanual switch, ON-OFF illuminatedpush buttons & \"Trip\" indicating lamp with control MCB- 5 SetsComplete |
| 716 | LPDB In Outdoor 6Way TPN DB with 4Pole 63A, MCB,1No 63A, 4P,100mA, ELCB, 12Nos 16A, SP, MCB and all accessories. |
| 717 | PARKING DB In Outdoor Enclosure- with 4Pole 63A, MCB,3No 63A, 2P,100mA,ELCB, 5Nos 16A, TP, MCB, 12 NOS SP, MCB and all accessories. |
| 718 | LT FEEDER PANEL - (BUSBAR PANEL) |
| 719 | Supply, installation at Ground Floor level,, testing and commissioning ofLT FEEDER PILLAR BOX(IP 55) cubicle type made out of 14/16 swg MS CRCA sheet which is derusted, degreased, phosphated and passivated with angle iron skeleton or sheet folded construction. The panel to be dust and vermin proof type and water proof (IP55) with powder coated paint after suitable seven tank pretreatment. The panel will have busbar compartments for incoming and outgoing feeders made out of cold rolled sheet and doors fitted with Neoprene gaskets and fasteners. Internal parts of panel can be of unpainted / GI parts to ensure effective earth continuity. The switchboards design to be tested as perIEC 60439requirements. Busbars are to be of high conductivity Aluminium Alloy E91E IS 5082 specification. Cable entry for incomer and for all outgoings will be frombottom. The panel will have louvers with necessary cooling methodology wherever necessary. Bus bar holes to be done to suit with Incomer cables, No of outgoing feeders as per the Outgoing Load & Out going Cable termination detail. |
| 720 | BUSBAR PANEL-TYPE-1 (Suitable forincoming cables from 500kVA Transformer, 4 Set of Outgoing Load feeders cables) |
| 721 | BUSBAR PANEL-TYPE-2 (Suitable forincoming cables from 500kVA Transformer, 6 Set of Outgoing Load feeders cables) |
| 722 | BUSBAR PANEL-TYPE-3 (Suitable forincoming cables from 500kVA Transformer, 10 Set of Outgoing Load feeders cables) |
| 723 | BUSBAR PANEL-TYPE-4 (Suitable forincoming cables from 1000kVA Transformer, 4 Set of Outgoing Load feeders cables) |
| 724 | BUSBAR PANEL-TYPE-5 (Suitable forincoming cables from 250kVA Transformer, 4 Set of Outgoing Load feeders cables) |
| 725 | WATER SUPPLY |
| 726 | Earthwork excavation: |
| 727 | Earthwork excavation for trenches in all kinds of soil to correct grade, level, including dressing of sides, ramming of bottom, shoring, strutting, dewatering, wherever necessary, backfilling with selected excavated earth, watering, consolidating in layers for all lifts & lead involved in the work. |
| 728 | PIPES, ACCESSORIES AND METERS |
| 729 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti -icrobial fusion welded, having thermal stability for hot & cold water supply, including all PP – R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge |
| 730 | External works |
| 731 | PN -10 Pipe,50 mm OD SDR-11) |
| 732 | PN -10 Pipe, 110 mm OD SDR-11) |
| 733 | PN -10 Pipe, 160 mm OD SDR-11) |
| 734 | PN -10 Pipe, 200 mm OD SDR-11) |
| 735 | Providing, laying, jointing, fixing, testing, commissioning of wafer type butterfly valve (PN 25) of approved make and sizes as mentioned below with material of construction for body using high duty cast iron epoxy painted,seating with resilient lining mould on body with black nitrile rubber, disc with SG iron, Nylon coated shaft with stainless steel & nitrile rubber \"O\" rings mounted on shaft for shaft seal with standard lever fitted with thumb screw to lock in position desired. Including all other materials necessary like MS/GI flanges, bolts, nuts and 3mm thick rubber insertions required for fixing the valve etc., complete. |
| 736 | 50 mm dia |
| 737 | 100mm dia |
| 738 | 200 mm dia |
| 739 | Providing, laying, jointing, fixing, testing, commissioning of axial action type screwed brass reflux valve (multi directional non return valve) of approved make and sizes as mentioned below, body of the valve shall be of forged brass, valve made of engineering plastic loaded with SS spring with NBR valve seat. |
| 740 | 50mm dia |
| 741 | 100mm dia |
| 742 | 200mm dia |
| 743 | Providing, laying, jointing, fixing, testing, commissioning of G.I. Puddle flange Pipe of \"C\" class, ERW erected in position along with reinforcement of concrete including labour, materials, plants and equipment etc. complete as per design and drawings and as directed of the Engineer. |
| 744 | 50 mm OD |
| 745 | 100 mm OD |
| 746 | 200 mm OD |
| 747 | FULL BORE ELECTROMAGNETIC FLOW METER WITH 5 YEARS WARRANTYElectromagnetic Flow Meter shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in units of (kilolitres/ cubicmeter) and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3m/sec to 4 m/sec and be constructed as follows:Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon steel flanges in accordance with IS 1538. These flanges shall be welded to the flow tube. The internal and external of the meter tube shall be blasted to near white and lined with hard rubber/ Polyurethrene/ PTFE preferably by SBR or EPDM. Meter tube shall have a constant nominal inside diameter offering no obstruction to the flow. The accuracy should be inclusive of linearity, hysteresis, repeatability, temperature and pressure effects Coil Housing shall be fabricated from stainless steel (SS 304) with Anticorrosive paint for corrosion resistance and welded to the tube providing a completely sealed environment for all coils, electrode connections and wiring harness capable of submerged or buried operation with IP 68 protection. Signal Converter shall be pulsed DC coil excitation type with auto zeroing. The signal converter shall be remotely mounted away from the meter. The converter shall indicate direction of flow and provide a flow rate indication and a total of flow volume for both forward and reverse directions.The converter shall provide an isolated 4-20 mA output into minimum 500-ohm load and a frequency output of a maximum of 0-10 KHZ and a scaled pulse output, Communication interface is RS485, HART output, . The microprocessor based signal converter shall have a self-diagnostic test mode and a backlit display that continuously displays “Rate of Flow” and “Total Volume”. Converter shall be supplied with a programmable low flow drop out Higher flow and empty pipe zero return. The signal converter housing should be die-cast aluminium with glass window. The converter cum transmitter should be fully programmable form the front facia. The programming should be user friendly, self-prompting menu driven. Flowmeter test calibration certificate from FCRI, flow test lab/ NABL accredited lab to be furnished |
| 748 | WD-M1-1388 - 50mm Dia |
| 749 | WD-M1391 - 100 mm Dia |
| 750 | CONTROL CABLES:XLPE Insulated, armoured, Multi-strand, Copper conductor, PVC outer sheathed cables for Flow meter /sensors connectivity to sensors |
| 751 | Providing, laying, jointing, fixing, testing, commissioning of 6C x 2.5 Sq.mm. Multi-strand copper conductor armoured control cable |
| 752 | End Terminations |
| 753 | Providing, laying, jointing, fixing, testing, commissioning of 4C x 2.5 Sq.mm. Multi-strand copper conductor armoured control cable |
| 754 | End Terminations |
| 755 | Providing, laying, jointing, fixing, testing, commissioning of 4C x 1.5 Sq.mm. Multi-strand copper conductor armoured control cable |
| 756 | End Terminations |
| 757 | Supply, installation testing & commissioning of Control Power supply unit having Step down Transformer 230V AC/24V DC Output control Circuitwith Terminal Blocks for control cable Connectivity in CRCA Enclosure with Heat Sink and all accessories (Location of Power supply unit will be with In Individual Plot Electrical room & Pump Room) |
| 758 | ACCESORIES FOR PIPES |
| 759 | Vibration damping couplers |
| 760 | Providing, laying, jointing, fixing, testing, commissioning of Vibration damping flexible couplers made with SS braided heavy duty hoses withPN16 end flanges to correct errors in centre line alignment. |
| 761 | 160 mm dia |
| 762 | Water Hammer Arrestor |
| 763 | Providing, laying, jointing, fixing, testing, commissioning of position approved make heavy casted Water Hammer Arrestor, confirming to IS specifications etc., complete. |
| 764 | 50 mm |
| 765 | Air vent |
| 766 | Providing, laying, jointing, fixing, testing, commissioning of air vent of approved make with body made of brass and float ball and other moving parts of stainless steel. |
| 767 | 25 mm |
| 768 | Strainer |
| 769 | Providing, laying, jointing, fixing, testing, commissioning of brass, gun metal & CI easy clean strainer/ Basket strainer of approved make with stainless steel strainer etc., complete. |
| 770 | 200 mm |
| 771 | Non Return Valve |
| 772 | Providing, laying, jointing, fixing, testing, commissioning of brass, gun metal & CI Non return valve with flange end, PN 16 of approved make etc., complete. |
| 773 | 65 MM |
| 774 | RCC Hume pipe |
| 775 | Providing, laying, jointing, fixing, testing, commissioning of RCC hume pipes & collars of NP3 class conforming to IS standards, including all lead & lift, lowering the pipes & collars, making joints with hemp yarn, CM 1:2, curing the joint for 7 days etc complete. |
| 776 | 300 mm dia |
| 777 | 600 mm dia |
| 778 | Sand Encasing |
| 779 | Providing 150 mm thick sand bedding for pipe line in trenches using clean coarse screened river sand free of pebbles, organic matter, clay etc., for the full width of trench, including compacting the sand in bedding, forming the bed suitable for sockets at all depths etc., including all lead and lift complete. [In case sand containing clay content is to be used, then the sand must be washed before using]. |
| 780 | Concrete Encasing |
| 781 | Providing & laying PCC 1:3:6 using 20 mm max. size graded granite stone aggregate obtained from approved quarry, compaction, finishing, curing for encasing of sewer line. |
| 782 | Providing, laying, jointing, fixing, testing, commissioning of SFRC Frame & cover conforming to IS:12592 in CC 1:2:4 using 10mm metal and painting the frame & cover with 2 coats of black bitumastic paint on the contact surfaces of frame & cover. |
| 783 | 1200x900mm Heavy Duty (HD-30) |
| 784 | 600x600mm Heavy Duty (HD-30) |
| 785 | Foot Rungs for trench |
| 786 | ProvidingProviding, laying, jointing, fixing, testing, commissioning ofincluding fixing in sump wall as per standard design. |
| 787 | PUMPS AND ACCESSORIES |
| 788 | Transfer pumps (from treated water tank to OHT) |
| 789 | Horizontal split casting centrifugal pump (1500RPM) Confirming to IS 1520.Supply and delivery of Horizontal split casing centrifugal pump conforming to IS 1520 and as amended thereafter with CI casing and split glands, stainless steel shaft, hydraulically and dynamically balanced bronze impellers capable of discharging required quantity of water against a total head noted below due to all causes and with the accessories such as G.M air release cock, Grease cup, G.I priming funnel, M.S lifting hook, drip water G.I pipe connections, leading to the outside of pump house rubber water deflector, double flap foot valve, G.M strainer including unique tyre type coupling, common M.S fabricated base to mount pump and motor and other standard fittings etc complete. Pump shall be capable of discharging the specified quantity at the head noted at the minimum NPSH at site conditions. The shut off head shall be at least 25% over and above the head at duty point. The pump shall be suitable for operation in AC three phase, 415 V, 50 Hz, 1500 RPMNote: Valves shall be ball valve upto 50mm and butterfly valves for higher sizes.Type of pump - Centrifugal type pump Duty in LPM (4 working+4 standby) @ 1500Total head on pump in 25 Mtr HeadSCADA Compatible flow meterMaterial specification:Transfer pump: Darling / KirloskarCentrifugal Pump : Kirloskar / CRI / GrundfosStarter panel : L&T or From Pump manufacturerPVC insulated and sheathed FRLS multi strand copper Cables Supply and delivery of clear water vertical wet type |
| 790 | Supply and delivery of clear water vertical wet type submersible pump suitable for 100mm dia borewell conforming to IS 8034/2002 as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continuos rated two pole suitable wet type vertical squirrel cage induction motor as per IS9283 /1995 and as amended there after, suitable for operation in AC three phase 415 V+/- 10 %, 50 HZ +/- 5 % |
| 791 | 250 LPM @ 40m Head - 6 working + 2 Standby |
| 792 | 250 LPM @ 40m Head - 2 working + 2 Standby |
| 793 | Water level Measuring System |
| 794 | Supply, delivery and installation of water level measuring system up to 1 mm accuracy to measure up to 30 m depth in wells/OHTs/ sumps with suitable sensor, level transducer with transmitter, 2 or 4 wire loop, all wetted parts in SS304 or above and with Remote control and suitable LED display unit easily readable upto 10m distance, cabinet to house remote display unit, Low/High alarm with suitable speaker, suitable cables with data storage capacity for 1 year and data transfer facility and with all required accessories including 1 year free replacement warranty etc., complete. |
| 795 | MS GI Angle With 3mm FRP Coating With Suitable Slot for Water line (Accessories Included) FRAME SIZE: 750* 500mm Angle Size: 60*60*6mm FRP Coating THK. : 3mm |
| 796 | Submerssible Pumps for Open Wells |
| 797 | Supply and delivery of Open well Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non-return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction. The pump should be directly coupled to 2880 RPM, three phase, 50 Hz (±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP, Fully Automatic Air break Star Delta up to 20 HP and Auto Transformer starter for above 20 HP starting and for continuous operation. Duty lpm xm : 100x50(1working = 1 standby) |
| 798 | ERECTION OF POWER PUMPSET IN BORE/OPENWELL: Labour Charges for erection of Horizontal shaft, centrifugal pumpset (Coupled/Monoblock) in bore well/Open well including fixing of suction pipe and foot valve upto a maximum depth of 7 metres and delivery pipes to the required length with valves, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPIC switches starter, Voltmeter, Ammeter, Capacitor single phasing preventorand laying and jointing the cables and twin earthing as per IE rules including providing bed blocks etc., complete and operating the pumps and trial run for 10 days including signing of completion of reports as required by EB authorities. iii: Above 7.5HP to 20HP |
| 799 | Supply and delivery of Star-Delta starter confirming to IS 13947, IEC60947-1 and as amended thereafter with suitable KW rating for operation in AC/ Three Phase/50HZ (+/- 5%) and 415V (+/- 10%) including 3 pole magnetic contactor with under voltage release - 3 nos., CT operated Ammeter (65 mm dia) with suppressed scale, Voltmeter (65mm dia), Voltmeter selector switch, Miniature circuit breaker, Thermal Overload relay, Air Break contactors suitable for next Standard higher KW rating, Single phasing preventor, dry running preventor and On/Off Push button switches, wiring with 1 sq.mm/4 sq. mm copper pvc insulated cable, powder coated vermin proof box, including the capacitor (the cost of capacitor is to be taken separately).2. 7.5HP |
| 800 | WATER TREATMENT PLANT |
| 801 | Water level controller |
| 802 | Providing, fixing, testing, commissioning of microprocessor based digital water level controllerwith auto change over from working and stand by pump of approved make, digital display of water level in the source and target sump, trigger for automatic operation of pump set when the water level reaches low level in target sump, audio - visual alarm for indicating low level in source sump, motor dry run protection, including fixing necessary stainless steel sensors, float level switch, probes, etc. The control cabling from unit to raw water sump, unit to soft water sump, making connections from the level controller to the pump starter, necessary conduiting shall have to be done by qualified electrical contractor only. |
| 803 | Filter feed pumps |
| 804 | Providing, fixing, testing, commissioning of pump having duty and head rating as mentioned of approved make. The pump shall be supplied with all necessary accessories like connectors, rubber bushes, foundation bolts, base mounting assembly as may be necessary for the installation of the pump. The scope of the supplier is to ensure the pump is supplied with all necessary items required for installation, including the pipes for suction, delivery of the pump upto the pressure sand filter inlet, strainer on suction side, isolation valves on suction, delivery sides, axial flow reflux valve on the delivery side of the pump.Note: Valves shall be ball valve upto 50mm and butterfly valves for higher sizes.Centrifugal Type of pumpDuty in680 LPMTotal head on pump in 60 MterIncluded accessories: Valve on suction sideStrainer on suction sideValve on delivery sideNRV on delivery sidePipe material - PPR-CSCADA Compatible flow meter |
| 805 | Providing, fixing, testing, commissioning of flanged dry dial removable mechanism Woltman digital type flow metersof sizes as mentioned, below including making joints with necessary flanges, rubber insertions, bolts and nuts as required, etc., complete. |
| 806 | Supply and installation of M S Vessel with FRP Coated in inside surface and Outer surface enamel paint coated - SAND PRESSURE FILTER - WELL WATER: Providing, fixing, testing, commissioning of M S Vessel with FRP Coated in inside surface and Outer surface enamel paint coated and pressure filter (SPF) for filtration of well raw water. The filter shall be suitable for 32 Cum / hour flow rate and designed to operate for 16 hours.The sizing / diameter of SPF shall be designed based on specific velocity 20 Cum / hour / sq.m area and the approx diameter shall not be less than 500 mm dia.The filtration unit shall comply with the following technical requirements:Flow rate - 32 Cum / hourBack wash duration - 20 minutesPressure dropacross unit. - 1.0Kg/ sq.cm (max)Inlet turbidity-5.00 as NTUMinimum operating pressure - 3.0kg / sq.cm.Maximum Test pressure - 7.0kg / sq.cm.Further, the filtration unit shall comprise of the following:The sand pressure filter vessel shall be made out of M S Vessel with FRP Coated in inside surface and Outer surface will be enamel paint coated The filter shall be fitted with top inlet distribution and bottom collecting system.Digital Flow meter for monitoring back wash flow to be fitted.Initial charge of underbed and multigrade filtering media as required.Complete set of valves, pressure gauge with needle valve and frontal face pipe work done with M Spipes SCHE 40, as per IS standards., pressure rated to 15 kg / sq.cm, and welded joints including necessary fittings like elbows, collars, tees etc. leak proof testing to be carried out before commissioning, complete |
| 807 | Supply and Installation of M S Vessel with FRP Coated in inside surface and Outer surface enamel paint coated - ACTIVATED CARBON FILTER (ACF): Providing, fixing, testing, commissioning of activated carbon filter for filtration and removal of colour in well raw water. The filter shall be suitable for 32 Cum / hour flow rate and designed to operate for 16 hours. The sizing / diameter of ACF shall be designed based on a specific velocity of 20 Cum / hour / sq.m area and the approx. dia shall not be less than 1400 mm.The filtration unit shall comply with the following technical requirement.Flow rate - 32 Cum / hourBack wash duration - 20 minutesPressure Drop across unit.- 1.0kg / sq.cm (max)Turbidity in Filtered water - Less than 3NTUMinimum operating pressure - 3.0kg / sq.cm.Maximum Test pressure - 7.0kg / sq.cm.Further the filtration unit shall comprise of the following:The sand pressure filter vessel shall be made out of M S Vessel with FRP Coated in inside surface and Outer surface will be enamel paint coated The filter shall be fitted with inlet distribution and bottom collecting system.Digital Flow meter for monitoring back wash flow to be fitted.Initial charge of underbed and carbon filtering media as required.Complete set of valves, pressure gauge with needle valve and frontal face pipe work done with M S Pipes and Fittings sche40, as per IS standards, pressure rated to 15 kg / sq.cm, and welded joints joint including necessary fittings like elbows, collars, tees etc. leak proof testing to be carried out before commissioning, complete |
| 808 | Supply and installation of M S Vessel with FRP Coated in inside surface and Outer surface enamel paint coated - WATER SOFTENER:Providing, fixing, testing, commissioning of softener for softening of raw well water for domestic use. The softener shall comprise of the following:Pressure Vessel:The sand pressure filter vessel shall be made out of M S Vessel with FRP Coated in inside surface and Outer surface enamel paint coatedThe filter shall be fitted with top inlet distribution and bottom collecting system.Piping and Valves:Complete set of valves, pressure gauge with needle valve and frontal face pipe work done with M S Pipes and Fittings sche40, as per IS standards, pressure rated to 15 kg / sq.cm, and welded joints joint including necessary fittings like elbows, collars, tees etc. Leak proof testing to be carried out before commissioning, complete. FRP Regeneration Equipment:One FRP salt saturator tank for storage and preparation of brine solution having sufficient volume andof adequate size along with agitator arrangement for dissolution of salt in the waterResin Material:First charge of high capacity polystyrene bead type cation exchange resin of approved quality. The water testing kit shall also be included.The quantity of resin shall be 5000 L for hardness of 500 PPM.Water Meter:A digital water flow meter shall be supplied & installed to register the amount of water passed through the softener. (Should be SCADA Compatible) |
| 809 | ELECTRICAL WORKS |
| 810 | Providing, fixing, testing, commissioning of following electrical works necessary for suitable operation of the plant as per specification, SCADA Compatible, design & relavant standards etc., compete as directed by Engineer-In-Charge including:Control panelCablingEarthingCable trays and raceways |
| 811 | CHLORINE DOSER: |
| 812 | Providing, fixing, testing, commissioning of on line automatic electronic sodium hypo dosing unit with automatically operated dosing pump etc., The unit shall comprise of the following: One no. single moulded HDPE PE 100 cylindrical type chemical solution tank of required capacity having detachable lids with moulded inserts for mounting of pumps and stirrer.One on. Electronic diaphragm type positive displacement pump , for chemical dosing with plastic head. The electronic pump shall be operated on 220V single phase supply and shall be mounted directly on the tank top.Complete set of pipes, valves and fittings, foot valve magnetic float switch to trip the dosing pump at low level of chemical in the tank.The free chlorine content in the filtered water shall not beless than 0.5 PPM. OR0.5 Mg / Ltr |
| 813 | ALUM DOSER: |
| 814 | Providing, fixing, testing, commissioning of electronic alum dosing unit with automatically operated dosing pump etc. The unit shall comprise of the following: Single moulded HDPE PE 100 cylindrical type chemical solution tank of adequate capacity having detachable lids with moulded inserts for mounting of pumps and stirrer.Electronic diaphragm type positive displacement pump for alum dosing with plastic head. The electronic pump shall be operated on 220V single phase supply and shall be mounted directly on the tank top.Complete set of pipes, valves and fittings foot valve magnetic float switch top trip the dosing pump at low level of alum in the tank. |
| 815 | WASTE WATER SUPPLY (SEWERAGE) |
| 816 | Earthwork excavation |
| 817 | Excavating trenches by mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m: All kinds of soil |
| 818 | Pipes, cables etc. exceeding 80 mm dia. butnot exceeding 300 mm dia |
| 819 | Pipes, cables etc. exceeding 300 mm dia butnot exceeding 600 mm |
| 820 | Extra for ecavating trenches for pipes, cables etc. in ordinary/hard rock exceeding 1.5m in depth but not exceeding 3m. (Rate is over corresponding basic item for depth upto 1.5 meter)Hard rock |
| 821 | Pipes, cables etc. exceeding 80 mm dia. butnot exceeding 300 mm dia |
| 822 | Pipes, cables etc. exceeding 300 mm dia butnot exceeding 600 mm |
| 823 | Intercarting of excavated earth, ordinary rock by mechanical transport including loading, unloading and tacking lead up to 2.0km |
| 824 | Transportation of available earth for filling from stockyad to site by mechanical transport including loading and unloading lead up to 2.0km as per direction of engineer incharge |
| 825 | Pipes and Accessories |
| 826 | Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design |
| 827 | 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately). Epoxy coating to be considered.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 828 | Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : |
| 829 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 830 | Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design |
| 831 | 2.3 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) .Epoxy coating to be considered. |
| 832 | Extra depth for circular type manhole 1.5 m internal dia (at bottom) beyond 2.3 m |
| 833 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 834 | Providing, laying, jointing, fixing, testing, commissioning of HDPE pipes, specials conforming to IS:4984 by using butt welding using a hydraulic jack equipped with heat mirror having digital / gauge for temperature and pressure display as per manufacturers specification, providing flanges for fixing of valves as required,the pipe system shall be observed for a period of not less than 6 hours, making good leaks if any, cutting the pipes to the required lengths, jointing the pipes, complete all as specified and directed and as per manufacturer\"s specification, necessary testing, etc., complete all as specified and directed.Grade of pipe: PE100Pressure rating of pipe: PN10 |
| 835 | 100 mm OD |
| 836 | 160 mm OD |
| 837 | 200 mm OD |
| 838 | 300 mm OD |
| 839 | 400 mm OD |
| 840 | Providing, laying, jointing, fixing, testing, commissioning of G.I. Puddle flange Pipe of \"C\" class, ERW erected in position along with reinforcement of concrete including labour, materials, plants and equipment etc. complete as per design and drawings and as directed of the Engineer. for sewage & effluent tank. |
| 841 | 110 mm OD |
| 842 | 300 mm OD |
| 843 | 400 mm OD |
| 844 | Providing, laying, jointing, fixing, testing, commissioning of Flow metre( Electronic type) to messure TDS, BOD, COD, ph level, pressure rating, along with flow and suitable up to 150 mm dia andCI butterfly valves as per BS 5155 ( PN 16) Lever operated type with required flanges, nuts, bolts etc. complete.(SCADA compatabile) |
| 845 | 4\" Sewage line |
| 846 | 6\" Sewage line |
| 847 | Water Quality Monitoring Analiser for 4\" and 6\" |
| 848 | CONTROL CABLES:XLPE Insulated, armoured, Multi-strand, Copper conductor, PVC outer sheathed cables for Flow meter /sensors connectivity to sensors |
| 849 | Providing, laying, jointing, fixing, testing, commissioning of 6C x 2.5 Sq.mm. Multi-strand copper conductor armoured control cable |
| 850 | End Terminations |
| 851 | Providing, laying, jointing, fixing, testing, commissioning of 4C x 2.5 Sq.mm. Multi-strand copper conductor armoured control cable |
| 852 | End Terminations |
| 853 | Providing, laying, jointing, fixing, testing, commissioning of 4C x 1.5 Sq.mm. Multi-strand copper conductor armoured control cable |
| 854 | End Terminations |
| 855 | Supply, installation testing & commissioning of Control Power supply unit having Step down Transformer 230V AC/24V DC Output control Circuitwith Terminal Blocks for control cable Connectivity in CRCA Enclosure with Heat Sink and all accessories (Location of Power supply unit will be with In Individual Plot Electrical room & Pump Room) |
| 856 | RCC Hume pipe |
| 857 | Providing, laying, jointing, fixing, testing, commissioning of RCC hume pipes & collars of NP3 class conforming to IS standards, including all lead & lift, lowering the pipes & collars, making joints with hemp yarn, CM 1:2, curing the joint for 7 days etc complete. |
| 858 | 300 mm dia |
| 859 | 400 mm dia |
| 860 | 500 mm dia |
| 861 | Pumps |
| 862 | Submersible Centrifugal Sewage Non-Clog PumpsSupply and delivery of submersible centrifugal sewage non-clog pumps, vertical spindle type pump, wear resistance with submersible motor for the various duty conditions. Pumps are capable of handling min 100 mm solid size with sewage specific gravity of up to 1.05. Pumps shall be of robust construction; Liquid passages shall be finished smooth and designed as to allow free passage to solids. Pump Impeller should be of non-clog semi open type, single vane / multi vanes preferably contra bloc or vortex impeller design. Double mechanical seals with silicon carbide faces should be provided to protect the motor from ingress of sewage along the shaft. The critical speed of the rotor should be at least 30% above the operating speed. Pumps should have double bearings between the pump & motor. Life shall be a minimum of 100,000 hrs. of operation with greased for life. Pumps should be provided with automatic coupling devices including pedestal, duck foot bend, stainless steel guide pipe or related accessories of suitable size to facilitate lifting and lowering into guide rails for easy maintenance. Pump shall be provided with a stainless-steel lifting chain conforming to BS 970 Gr 304. Pump speed shall be 9600 rpm for high duty pumps and 960/1450 rpm for low duty pump sets. The Casing and impeller should be of CI Gr. FG IS210, preferably with hardened impeller. The shaft should be stainless steel AISI 410. All the fasteners and bolts shall be of AISI 410.The submersible motor shall be operated with 3ph, 415 V (+or– 10%), 50Hz (+or-5 %) dry induction type. Motor shall be capable of giving rated output without reduction in the expected life span when operated continuously. The rotating assembly shall be dynamically balanced as per standards. The starting current of the motor should not exceed 200% of the rated full load current for Star / Delta or ATS starting under any circumstances. The motor shall be suitable for full voltage star delta / ATS starting. The locked rotor current of the motor shall not exceed 600% of full load current unless otherwise specified. Motor shall be designed to withstand 120% of rated speed for two minutes without any mechanical damage, in either direction of rotation. The motor vibration shall be within the limit specified in applicable standards. Motor should be of IE2, explosion proof compatible for VFD operation together with star-Delta /ATS starter, protection against increase in stator winding temperature (15 deg Celsius), bearing temperature, leakage in the stator housing and terminal box shall be provided and to be suitably interlocked with the control panel for tripping the pump in case of increase in temperature beyond set limit. Insulation class shall be of “Class H” and degree of protection shall be of IP 68 as per IS 4691. Motor shall be suitable for continuous operation in fully submerged or partially submerged condition. The pump set shall be supplied with a power cable of PVC insulated and PVC sheathed, copper, flexible, round type with required conductor size and number of cores as per starting method and of specified length for continuous Use underwater and air. The control cable of PVC insulated, PVC sheathed, flexible for stator winding temperature sensor 3core x 1.5 sq.mm copper conductor and for bimetallic switches 2core x 1.5 sq mm copper conductor shall be provided. Motor shall be supplied with 10m of round submersible copper cable of suitable size. The non-clog A submersible pump set shall be provided with a suitable starter control panel having all protections as mentioned above. (up to 5 HP - DOL Starter, above 5 HP to 25 HP -Star Delta Panel and beyond 25 HP shall be ATS) |
| 863 | Discharge - 1 LPS (1w + 1s) @ Head - 25 Mtr |
| 864 | Discharge - 3 LPS (1w + 1s) @ Head - 25 Mtr |
| 865 | Discharge - 3 LPS (1w + 1s) @ Head - 25 Mtr |
| 866 | Discharge - 12 LPS (1w + 1s) @ Head - 25 Mtr |
| 867 | FIRE HYDRANT SYSTEM |
| 868 | Supply, erection, testing & commissioning of electrical motor driven main pump of horizontal centrifugal end suction backpull out type with gland packing and capable to deliver 2850 LPM at110 MWC for Hydrant system.The pump shall be coupled to TEFC motor of suitable HP with speed of 2900 RPM and complete set shall be mounted on common base frame. The quoted rate shall includes providing & fixing of coupling, coupling gaurd,RCC foundation will be done by Civil contractor (as recommended by pump manufacturer) Foundation bolts to be considered by fire vendor etc. (with antiviberation Pad) |
| 869 | Supply, installation, testing & commissioning of diesel Engine driven common stand by pump, horizontal centrifugal end suction backpull outtype with gland packing and capable to deliver 2850 LPM at 110 MWC for Hydrant System. The pump shall coupled to suitable HP of Diesel engine radiator water cooled type with speed of1800RPM and complete set shall be mounted on common base frame. Batteries & battery leads with stand, Fuel tank of 200 litres for each ( for 8 Hrs. operation ) (suitable flange to be provided for mounting level gauge ) with stand & gauge glass, Fuel piping with valves. The quoted rate shall includes radiator water cooling piping(if reqired) coupling gaurd and other stanadrd accessories, RCC foundation will be done by Civil contractor (as recommended by pump manufacturer) Foundation bolts to be considered by fire vendor etc. (with antiviberation Pad) |
| 870 | Supply, erection, testing & commissioning of electrical motor driven Jockey pump of horizontal centrifugal vertical inline pumpwith gland packing and capable to deliver 180LPM at 110 MWC.The pump shall be coupled to TEFC motor of suitable HP with speed of 2900RPM and complete set shall mounted on common base frame. The quoted rate shall includes providing & fixing of coupling, coupling gaurd, RCC foundation will be done by Civil contractor (as recommended by pump manufacturer) Foundation bolts to be considered by fire vendor etc. (with Anti Viberation Pad) |
| 871 | Control Panel for Fire HYDRANT pumps |
| 872 | Control Panel for Fire HYDRANT pumpsFabricating & Supply, installing, testing and commissioning of compartmentalised common control panel for Electrical motor driven pumps and Diesel engine driven pumps. Also panel to have compactability to interface with BMS system.Each pump set to have one set of control panelINCOMING2nos. 630A TPNMCCB (50 KA) with mechanical interlock2 Sets of 630 Amps. TPNAl. Bus bars with colour coded heat shrinkable PVC sleeves.2 Set of RYB indicating lamps with individual HRC control fuses.2No. 96 Sq.mm 0-630 Amps. Ammeter with selector switch and suitable rated current transformers.2 No. 0-63096 Sq.mm Voltmeter with selector switch.OUTGOINGFeeder forhydrant pumps -2 Nos.1 Nos.250A TP MCCB Star delta starter with over load relay, single phase preventor and indicating lamps with ON / OFF push buttons.Feeder forJockey pump - 2 Nos.2 No. 32A TP MCCB DOL starter with over load relay, single phase preventor and indicating lamps with ON / OFF push buttons.1 No. Automanual selector switchDIESEL ENGINE MAIN PUMP 1 No.a) 20Amps DPMCB - 2 Nos.b) Battery charger with transformer with rectifier resistance DC ammeter, DC voltmeter, Trickle / booster / off selector switch - 2 Nos.c) 1 set of indicating lamps for the following :1.phase indication2.battery charger on3.over load relay4. DC supply on5. control switch on6. Engine fails to start7. Pump on8. Low oil pressure9. High water temperature10. Auto manual selector switchd) 1 sets of push button stations for the following :1. Engine Start2. Engine Stop3. Engine - hooter ACK4. Engine - fault resete) Selector switches (Engine control, mode selector)-1 No.f) Auxilary relays / contactors / timer for sequence operating for starting and stopping of the engine - 1 set.g) Hooter for audio alarm (Industrial type) - 1 No.All the components shall be housed in a common cubical made of 16 swg. M.S. sheet with required stiffners ( if required). The panel shall be powder coated of approved colour both inside & out side. The panel shall have both bottom & top cable entry provisions and panel shall be mounted on Pedastal of 300 mm height.(all feeders should have potential free contact for SCADA integration (manual /automatic, ON/OFF, trip status) |
| 873 | Supplying, laying,testing & commissioning of FRLS,PVC outer sheath, steel armoured, aluminium / copper conductor, 1100v grade power cables with glands etc.The cables shall be laid in tray / Hume pipe / in trenches/on walls/ floor etc. as required. For cables laid out door the rate shall include earth excavation providing brick and sand protection, refilling and compacting the earth.The rate shall excludes tray & Hume pipes.The minimum size of the cables shall as mentioned below, |
| 874 | 3.5C x 185 sq.mmfor main hydrant pumps |
| 875 | 4 C x 16 Sqmm. Jockey pumps |
| 876 | 12 C x 2.5 Sqmm.Diesel engines |
| 877 | 2 C x 2.5 Sqmm.for Instrumentation |
| 878 | 3 C x 2.5 Sqmm. For start / stop push buttons |
| 879 | Supplying and fixing of perforated G.I.sheet cable tray with neccessory angle iron suspension supports, anchor fasteners etc. complete. Maximum height of suspension shall not exceed 500mm.Size of the tray shall be suitable for laying the above mentioned cables. |
| 880 | 40x500x40mm |
| 881 | 40x300x40mm |
| 882 | 40x200x40mm |
| 883 | 40x50x40mm |
| 884 | G.I. Earthing strips shall be run on floor / ceiling / walls, from the equipment to the nearest Earth pit with neccessory accessories as required. ( Earth pit shall be executed by other agencies). |
| 885 | 50x6mm thick |
| 886 | 25x6mm thick |
| 887 | Supplying, installing, testing and commissioningof M.S. Pipes ( for suction side of pumps) confirming to IS 3589, 8mm thick , with painting, suitable type of supports, anchor fasteners, bolts nuts ( Galvanised), clamps, \"U\" bolte, malleable specials such as Reducers,Tees, elbows, flanges. Including cutting, Welding, fixing in / on walls, ceiling by using suitable supports etc, as per drawings. The quoted rate shall also include for chasing / chipping walls, making bore holes in walls / floor and making them good with filler material and finished in cement morter etc. complete. MS channel & angle supports required inside pump room (300 kgs per each pumpsets to be considered.) - MS supports to be measured and paid separately |
| 888 | 300mm nominal dia |
| 889 | 250mm nominal dia |
| 890 | 200mm nominal dia |
| 891 | Supply, Installation, testing & commissioning of M.S. pipe heavy duty Class ‘C’ ISI marked as per IS: 1239/IS 3589 Part-I & II including cutting, screwing, welding etc. with all type of supports & fittings as tees, elbows, reducers, flanges, U Bolts, wire ropes, hanger support : clevis type for above 50NB, loop type for 50NB & below etc.painting with two coats of primer and two coats of synthetic enamel paint of colour code of RAL-3000. (Aboveground) |
| 892 | 25 mm dia |
| 893 | 50 mm dia |
| 894 | 80 mm dia |
| 895 | 100 mm dia |
| 896 | 150 mm dia |
| 897 | 200 mm dia (wall thickness 8 mm) |
| 898 | Supply, Installation, testing & commissioning of M.S. pipe heavy duty Class ‘C’ ISI marked as per IS: 1239/IS 3589 Part-I including cutting, screwing, welding etc. with all fittings as tees, elbows, reducers, flanges, U Bolts etc. Painting with two coats of primer and two coats of synthetic enamel paint of approved shade & wrapping with 2 layer, each 4 mm thick anti corrosive tape on underground pipes. (Under Ground) |
| 899 | 80 mm dia |
| 900 | 100 mm dia |
| 901 | 150 mm dia |
| 902 | 200 mm dia (wall thickness 8 mm) |
| 903 | Supplying, installing, testing and commissioning of C.I. Non-return valves as per IS:5312(PN 16) swing check type with required flanges, nuts, bolts and gaskets etc. complete. |
| 904 | 300 mm nominal dia |
| 905 | 250 mm nominal dia |
| 906 | 200 mm nominal dia |
| 907 | 150 mm nominal dia |
| 908 | 100 mm nominal dia |
| 909 | Supplying, Installing, testing and commissioning CI butterfly valves ( PN 16) as per BS 5155 slim seal standard lever operated type upto 150mm. Above 150mm it shall be gear operated, with required flanges, nuts, bolts etc. complete. |
| 910 | 200mm nominal dia |
| 911 | 150mm nominal dia |
| 912 | 80mm nominal dia |
| 913 | 50 mm nominal dia |
| 914 | Supplying, installing and commissioning C.I.flanged \"Y\" type Strainer with SS mesh,suitable flanges, nuts, bolts, gaskets etc. complete. |
| 915 | 300mm dia. |
| 916 | 250mm dia. |
| 917 | 200mm dia. |
| 918 | 150mm dia. |
| 919 | Supply, Erection, Testing and commissioning of C.I.Gate valves as per IS:14846 ( PN 10 Rating, for suction side of the pumps) and rising spindle type with flanges, bolts, nuts, washers, gaskets etc. |
| 920 | 300mm nominal dia |
| 921 | 250mm nominal dia |
| 922 | 200mm nominal dia |
| 923 | 150mm nominal dia |
| 924 | Supplying, installing, testing and commissioning of Gun metal chrome finished Ball valveswith fittings of screwed end type. |
| 925 | 15mm dia. (for controlling pressure guage and pressure switch) |
| 926 | 25 mm dia |
| 927 | Supply, Installation of Flow metre( Electronic type) on Test line to measure 150 % of pump flow and suitable to 150 mm dia andCI butterfly valves as per BS 5155 ( PN 16) Lever operated type with required flanges, nuts, bolts etc. complete.(SCADA compatabile) |
| 928 | Anti - Vortex plate fabricated by M.S.plate of 6 mm thick, 1m x 1m in size and fixing in side the water tank to the Puddle flange with bends as directed by the site - in - charge. |
| 929 | 300 nb |
| 930 | 250 nb |
| 931 | 200 NB |
| 932 | 100 nb |
| 933 | Supply and installation of Pressure switches of suitable range for pumpsets with Ball valves, Fittings like unions / colors / reducers etc. |
| 934 | Supply and installation of Pressure gauges of suitable range for pumpsets with Ball valves, siphon, Fittings like unions / colors / reducers etc. |
| 935 | 150mm dial Glycerine liquid filled type only |
| 936 | Exhuast pipe for Diesel engine of 150 mm dia M.S. Medium grade with mineral wool insulation with aluminum sheet. |
| 937 | Supply, Installation, testing & commissioning of single headed SS 304, ISI mark oblique pattern hydrant landing valve with 80mm diameter flanged inlet & 63 mm instantaneous type female out let with SS 304 blank cap- chain spring release type lug and accessories as per IS: 5290- 1993 (For External) |
| 938 | Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required |
| 939 | Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : |
| 940 | Supply & Installation of weather proofoutdoor type M.S. hose cabinet fabricated from 16g M.S sheet with full front glass door and locking arrangement suitable to accommodate , 2 no of 15 meter long hose pipe and one branch pipe. It should be painted with two coats of primer and two coat of synthetic enamel paint. Size of box - 750 X 250 X 600 |
| 941 | Supplying, installing and commissioning of fire brigade inlet connection of 4 way with 4 nos. 63 mm dia. built - in Gun metal Non- return valves instantaneous coupling type arranged on 150 mm dia. Pipe manifold and connected to HYDRANT SYSTEM main as well as to Fire water tank. Qouted rate shall be included with C.I. Butterfly valve, C.I. Non-return valve and M.S. cabinet of suitable size with mounting supports etc. complete. |
| 942 | Supplying, installing and commissioning of fire brigade inlet connection of 2 way with 2 nos. 63 mm dia. built - in Gun metal Non- return valves instantaneous coupling type arranged on 100 mm dia. Pipe manifold and connected to water sump / tank . Qouted rate shall be included with C.I. Butterfly valve, C.I. Non-return valve and M.S. cabinet of suitable size with mounting supports etc. complete. |
| 943 | Supply, installation ,testing & commissioning of 25mmAir release valve body brass complete with all accessories. |
| 944 | Providing, laying and jointing NP3 grade concrete hume pipe conforming to IS-458 in line and level as shown on drawings.(or as directed) at any depth. Rate shall include for 75 mm thick sand bedding, laying in slope, jointing with cement mortar (1:2), collar, curing etc complete. Only excavation in pipe trenches and backfilling/spreading surplus material and PCC at top of pipe shall be measured separately. |
| 945 | 300mm dia |
| 946 | Supply & Installation of pedestals (details shown in Installation drawing) to support external Fire Fighting pipes |
| 947 | IOT/SCADA |
| 948 | Supply and Installation IoT gateway :Industrial grade, 4G, 1-RS485, GPS, Supply voltage 10-36VDC |
| 949 | supply and installation of Industrial grade, 4G, 1-RS485, 1-CAN, 2-AI, 2-DI, 1-Counter, 1-DO,GPS, hour meter, CAN & Modbus, BLE, IP65,24Vdc, Supply voltage11-30VDC |
| 950 | supply and installation of Industrial grade Edge gateway with CAN,LTE,CAT4, HDMI,USB,SIM and WiFi |
| 951 | supply and installation of Fuel sensor - Fuel measurement for Genset , Capacitive based fuel sensor with BLE protocol and battery operated |
| 952 | supply and installation of Weather proof panel+MCB+SMPS+cabling+Conduit+Lugs+Contactors for ON/OFF panels - The application should be able integrate temperature sensors data and provide analytics, KPI, trend |
| 953 | supply and installation of Digital Energy Meter (MFM) along with CT |
| 954 | supply and installation of Air Quality Monitoring Indoor devicewith RS485 Modbus . Measures PM1, PM2.5, PM10, TVOC, HCHO, temperature, humidity |
| 955 | supply and installation of Air Quality Monitoring out door- PM2.5,Co2,So2,CO,AQI, temperature, humiditywith RS485 modbus RTU |
| 956 | 3 computers along with monitor - Multi core processor, RAM should be more than 16 GB, 5 TB SSD, |
| 957 | Cloud based Application nodes for 5 years (including SIM charges) |
| 958 | Calibration of sensors for 5 years |
| 959 | Installation and commissioning of cloud based application |
| 960 | One time DTI development for 6 modules |
| 961 | PLACEMAKING |
| 962 | LANDFORM MODULATION |
| 963 | EXCAVATION WORKS |
| 964 | Earthworkinsurfaceexcavationnotexceeding30cmindepthbut exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil |
| 965 | Earthworkin excavationby mechanicalmeans(Hydraulicexcavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil |
| 966 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering,rollingeachlayerwith’/ tonnerollerorwoodenorsteel rammers,and rolling every 3rd and top-mostlayer with power roller of minimum8tonnesanddressingupinembankmentsforroads,flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift :All kinds of soil |
| 967 | FILLING |
| 968 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 969 | DISPOSAL |
| 970 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.By Mechanical Transport including Loading,unloading and stackingBeyond 10 km upto 20 km per km. |
| 971 | BASE PREPARATION |
| 972 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 973 | PAVING MATERIALS |
| 974 | STONE PAVERS |
| 975 | Providingandlayinggangsawcut30mmthick,mirrorpolishedpre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm. |
| 976 | Providingandlayinggangsawcut30mmthick,mirrorpolishedpre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.Granite Stone for Walkways, 30mm thick |
| 977 | Providingandlayinggangsawcut18mmthick,mirrorpolishedpre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.With granite stone of area less than 0.50 sqm. |
| 978 | CONCRETE GRASS PAVERS |
| 979 | ProvidingandlayingfactorymadeCementConcrete Grass Blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory methodusingPUmould,laidinrequiredcolour&patternover50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 980 | TACTILE TILES |
| 981 | Providingandlayingtactiletile(forvisionimpairedpersonsasper standards)ofsize300x300x9.8mmhavingwithwaterabsorptionless than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 982 | COBBLE STONE |
| 983 | Providingandfixing10x10x7.50cmGranitestoneblockhandcutand chisel dressed on top, for paving in floors, drains etc. laid over 20 mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. |
| 984 | CONCRETING WORK |
| 985 | Concrete of M25 grade with minimum cement content of 330 kg /cumProviding and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 986 | Providing and laying in position ready mixed or site batched design mix cementconcreteforreinforcedcementconcretework;usingcoarse aggregateandfineaggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortIandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting ofconcrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level |
| 987 | Providing and laying in position ready mixed or site batched design mix cementconcreteforreinforcedcementconcretework;usingcoarse aggregateandfineaggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortIandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting ofconcrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 988 | CENTERING |
| 989 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form forLintels,beams,plinthbeams, girders,bressumers and cantilevers with water proof ply 12 mm thick |
| 990 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form forFoundations,footings,basesofcolumns,etc.formass concrete, pedestals |
| 991 | Walls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 992 | Suspendedfloors,roofs,landings,balconiesandaccess platform |
| 993 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 994 | Lintels,beams,plinthbeams,girders,bressumers and cantilevers |
| 995 | REINFORCEMENT WORK |
| 996 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 997 | MASONRY |
| 998 | BRICK WORK |
| 999 | Brick work with common burnt clay machine moulded perforatedbricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :With F.P.S.(non modular) bricks |
| 1000 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 1001 | BLOCK WORK |
| 1002 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approvedblocklayingpolymermodifiedadhesivemortarallcomplete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). |
| 1003 | STEEL WORK |
| 1004 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 1005 | Pocket O3 |
| 1006 | Steelworkweldedin builtup sections/framedwork,includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works |
| 1007 | PREFABRICATION |
| 1008 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 1009 | FINISHES |
| 1010 | PAINT |
| 1011 | Finishing walls with textured exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 1012 | Finishing with Epoxy paint (two or more coats) at all locations prepared andappliedaspermanufacturer’sspecificationsincludingappropriate priming coat, preparation of surface, etc. complete.On steel work |
| 1013 | Finishing walls with textured exterior paint of required shade :Newwork([email protected]/10sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 1014 | TERRAZO FINISHES |
| 1015 | Finishing with Epoxy paint (two or more coats) at all locations prepared andappliedaspermanufacturer’sspecificationsincludingappropriate priming coat, preparation of surface, etc. complete.On steel work |
| 1016 | PLASTER |
| 1017 | 20 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 1018 | CLADDING |
| 1019 | Finishing with Epoxy paint (two or more coats) at all locations prepared andappliedaspermanufacturer’sspecificationsincludingappropriate priming coat, preparation of surface, etc. complete.On steel work |
| 1020 | STONE TOP |
| 1021 | Providingandlayinggangsawcut30mmthick,mirrorpolishedpre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.With granite stone of area less than 0.50 sqm. |
| 1022 | Providingandlayinggangsawcut18mmthick,mirrorpolishedpre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.With granite stone of area less than 0.50 sqm. |
| 1023 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., includingmachinepolishingto edge to give highglossfinish etc. complete as per design approved by Engineer-in-Charge.Granite work |
| 1024 | GI SHEET |
| 1025 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymercoated J or L hooks,bolts and nuts 8 mm diameter with bitumenand G.I.limpetwashersor with G.I. limpetwashersfilled with white lead, including a coat of approved steel primer and two coats ofapprovedpaintonoverlappingofsheetscomplete(uptoanypitch in horizontal/vertical or curved surfaces),excludingthe cost of purlins, raftersandtrussesandincludingcuttingtosizeandshapewherever required.1.00 mm thick with zinc coating not less than 275 gm/m* |
| 1026 | Providing and fixing G.I. chain link fabric FOR ROOFING of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts andwashersasrequiredcompleteasperthedirectionofEngineer-in- charge.Made of G.I. wire of dia 4 mm |
| 1027 | TOUGHENED GLASS |
| 1028 | Providing and fixing 12mm thick Toughened Glass for Roofing |
| 1029 | PVC PIPES |
| 1030 | Supplying and Installing of 75 Dia Perforated PVC Pipe (Slotted GreyPipe) of 6 Gage in Vertical Position 650mm Height wrapped with 120 GSM thick Geo Textile Fabric laid verticaly betweeen the Soil Media including all necessary items etc, as directed by Engineer-in-charge. |
| 1031 | PRECAST KERB STONE |
| 1032 | Providing and laying at or near ground level factory made kerb stone of M-25gradecementconcreteinpositiontotherequiredline,leveland curvature,jointedwithcementmortar1:3(1cement:3coarsesand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage openingwhereverrequiredcompleteetc.asperdirectionofEngineer- in-charge (length of finished kerb edging shall be measured to calculate volumeforpayment).(PrecastC.C.kerbstoneshallbeapprovedby Engineer-in-charge). |
| 1033 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1034 | PEDESTRALS |
| 1035 | Providing and constructing an RCC pedestal of size 1.2x1.2 meters and 1.5 meters in height, with an 8mm thick MS base plate fixed to the pedestal using bolts as required for installations, The foundation shall be 1.2 x1.2 meters, finished with exterior plaster putty and paint as per approved selection. |
| 1036 | WAYFINDING AND SIGNAGES |
| 1037 | Fabricating and Installing the Information Signages as per the following Specifications and as per the approved drawings,The rate to include Supply, Installation and Transportation Charges to Site. |
| 1038 | Information Signage, Width = 800mm, Height = 2500mmFrame - 50 X 50 x 2.9mm MS Square Hollow Section of approved make, bent to shape as per the drawing, painted with Epoxy Paint of approved Color and Make,Display Panel - made of 1.89mm thick (14 Guage) GI Sheet of approved Make, welded to the MS Frame, painted with Epoxy Paint of approved Color and Make.Pedestal - RC Pedestal of Size 800mm X 50mm X 100mm(H), firmly fixing the Signage to the Foundation using Foundation Bolts 0f 12mm dia, 100mm Long. |
| 1039 | Identification Signage, Width = 600mm, Height = 3000mmFrame - 50 X 50 x 2.9mm MS Square Hollow Section of approved make, bent to shape as per the drawing, painted with Epoxy Paint of approved Color and Make,Signage Body - made of 1.89mm thick (14 Guage) GI Sheet of approved Make,welded to the MS Frame, painted with Epoxy Paint of approved Color and Make.Display Panel -300mm dia, made of Tinted Acrylic Sheet 12mm thick of approved Make, Double Layer, with Etching as per the required shape, fixed to the MS Frame.Pedestal - RC Pedestal of Size 600mm X 50mm X 150mm (H), firmly fixing the Signage to the Foundation using Foundation Bolts 0f 12mm dia, 100mm Long. |
| 1040 | Directional Signage, Width = 650mm, Height = 3000mmFrame - 50 X 50 x 2.9mm MS Square Hollow Section of approved make, bent to shape as per the drawing, painted with Eopoxy Paint of approved Color and Make,Signage Body - made of 1.89mm thick (14 Guage) GI Sheet of approved Make,welded to the MS Frame, painted with Epoxy Paint of approved Color and Make.Display Panel -300mm dia, made of Tinted Acrylic Sheet 12mm thick of approved Make, Double Layer, with Etching as per the required shape, fixed to the MS Frame.Pedestal - RC Pedestal of Size 100mm X 100mm X 300mm (H), firmly fixing the Signage to the Foundation using Foundation Bolts 0f 12mm dia, 100mm Long. |
| 1041 | Safety and Regulatory Signage, Width = 800mm, Height = 3000mmFrame - 50 X 50 x 2.9mm MS Square Hollow Section of approved make, bent to shape as per the drawing, painted with Eopoxy Paint of approved Color and Make,Display Panel - 585mm dia, made of Tinted Acrylic Sheet 12mm thick of approved Make, Double Layer, with Etching as per the required shape, fixed to the MS Frame.Pedestal - RC Pedestal of Size 100mm X 100mm X 150mm (H), firmly fixing the Signage to the Foundation using Foundation Bolts 0f 12mm dia, 100mm Long. |
| 1042 | OTHER WORKS (Street Element) |
| 1043 | Providing and Installing Drinking Water Fountains - Stainless steel water cooler, 20 LPH Capacity , 230v operating voltage with carbon + UV + Sediment system |
| 1044 | Providing and Installing Dust Bins - Stainless steel 3 in 1 dustbin material SS Grade 202 each bin size 14 *24inch capacity of each bin 60 lts sheet thickness 0.8mm, outer sheet thickness 0.5mm inner approx weight 25kg+ |
| 1045 | Orchid Green Wall Installation: Installation of vertical support structure, planting of orchids, integration of drip irrigation system, and low heat lighting |
| 1046 | Green Buffer Wall: Construction of a Green Buffer Baffle Wall of 3 meters height and 40 meters length (total area: 120 sqm), designed to serve as a visual and acoustic screen while enhancing the landscape with vertical greenery. The wall shall be constructed using RCC (M20 grade) with appropriate reinforcement, finished with 12mm thick cement plaster, and treated with waterproofing compound. The surface shall be integrated with a modular green wall system comprising native plant species, supported by corrosion-resistant mounting frames. The system shall include a drip irrigation network with automated controls and a drainage channel at the base. The work includes all materials, labor, tools, and equipment required for complete execution. |
| 1047 | Pots:Type-1 Durable decorative pot of approx. 300mm height, suitable for small ornamental plants. Includes drainage hole and stable base. |
| 1048 | Pots:Type-2 Decorative pot of approx. 450mm height, suitable for medium-sized shrubs. Includes proper drainage and weather-resistant finish. |
| 1049 | Pots:Type-3 Large landscape pot of approx. 600mm height, suitable for large plants. Heavy-duty material with anchoring provision. |
| 1050 | Fountain:Providing and constructing of Water Body as per the complete design for the mentioned sizes consisting of items, Earth Excavation, Earth filling, PCC, Retaining Wall, RCC Floor & wall, Water Proofing with Injection Grouting, Smooth plastering, granite for flooring & wall, granite coping, overflow gutter with gratings , Balancing tank and pump room, Electro-mechanical works as per the design for the mentioned sizes consisting of items, Pressure Sand filter, Filter feed-pumps, Fountain pumps, Basin Fittings, Cleaning Accessories set,LED lights, PVC Plumbing,Electrical Cabling, BMS Integrated withTimer based Control panelfor Pump & lightings, complete set. |
| 1051 | Fountain Type 1-MIRROR WATER BODY WITH DECK OVER FLOW SYSTEM Shape - CircularType - Overflow Channel on AllWallsSize in meters : - 3.5 Diameter Depth in meters - 0.45 metersWater Holding Capacity - 4500 LitersBALANCING TANK: - Shape - RectangularSize in meters - 1.5meterLength x1.5 meter Width Depth in meters - 1.5 meter deepWater Holding Capacity - 1,200 LitersTop Level - -300mmWater Level - -1000mmFloor Level - -1000mmPLANT ROOM: - Shape - RectangularSize in meters - 4.80 Length x 3.00 WidthHeight in meters - 2.1meterFloor Level - -1000mm |
| 1052 | Fountain Type 2-NOZZLE WATER BODY WITH DECK OVER FLOW SYSTEM Shape - RectangularType - Overflow Channel on AllWallsSize in meters : - 20 meters Length x 10 meters WidthDepth in meters - 0.75 metersWater Holding Capacity - 120 CumBALANCING TANK: - Shape - RectangularSize in meters - 3.0 meterLength x 2.0 meter Width Depth in meters - 1.5 meter deepWater Holding Capacity - 6,000 LitersTop Level - -300mmWater Level - -1000mmFloor Level - -1000mmPLANT ROOM: - Shape - RectangularSize in meters - 4.80 Length x 3.00 WidthHeight in meters - 2.1meterFloor Level - -1000mm |
| 1053 | Fountains: Type-3-Cascading /TRICKLING WATER BODY WITH DECK OVER FLOW SYSTEM Shape - RectangularType - Overflow Channel on One sideSize in meters : - 10 metersLength x 2 metersWidth x 0.75 meter deepDepth in meters - 3.0 metersWater Holding Capacity - 12000 LitersBALANCING TANK: - Shape - RectangularSize in meters - 2.0 meterLength x 2.0 meter Width Depth in meters - 1.5 meter deepWater Holding Capacity - 4,000 LitersTop Level - -300Water Level - -1000mmFloor Level - -1000mmPLANT ROOM: - Shape - RectangularSize in meters - 4.80 Length x 3.00 WidthHeight in meters - 2.1meterFloor Level - -1000mm |
| 1054 | Fountain Type-4_SHEET FALL WATER BODY WITH DECK OVER FLOW SYSTEM Shape - RectangularType - Overflow Channel on One sideSize in meters : - 05 metersLength x 2 metersWidth x 0.75 meter deepDepth in meters - 3.0 metersWater Holding Capacity - 6000 LitersBALANCING TANK: - Shape - RectangularSize in meters - 2.0 meterLength x 1.5meter Width Depth in meters - 1.5 meter deepWater Holding Capacity - 3,000 LitersTop Level - -300mmWater Level - -1000mmFloor Level - -1000mmPLANT ROOM: - Shape - RectangularSize in meters - 4.80 Length x 3.00 WidthHeight in meters - 2.1 meterFloor Level - -1000mm |
| 1055 | Providing and Installing Bollards made of MS Circular Pipe, with the Top finished round, welded to MS Plate of 10mm thickness andfixed firmly to the Ground with 4 Nos. of Anchor Bolts of Dia 12mm, finished with two coats of Epoxy paint of approved colour and make, over one coat of Zinc Primer, as directed by the Engineer-In-Charge.The rate to include Supply, Installation and Transportation Charges to Site.Dia - 150mm, Height - 1000mm |
| 1056 | LIGHTING |
| 1057 | Fittings |
| 1058 | Supply & installation of11W LED Focus light, IP-65, 2962-3545Lumens, CCT 3000K |
| 1059 | Supply & installation of 2W Column uplight IP-67,191-201 Lumens, CCT 3000K. |
| 1060 | Supply & installation of 12W Recessed ceiling light, IP-65, 509-1038Lumens, CCT 3000K |
| 1061 | Supply & installation of 37W Wall mounted flood light IP-65, 4264-4636 Lumens, CCT 3000K |
| 1062 | Supply & installation of 38W Wall mounted flood light IP-65,3691-4272 Lumens, CCT 3000K |
| 1063 | Supply & installation of27W Wall mounted flood light IP-66,3052-3523 Lumens, CCT 3000K |
| 1064 | Supply & installation of 33W Focus light IP-65, 1130-1536 Lumens, CCT – RGBW30 |
| 1065 | Supply & installation of 14W Recessed wall light IP-65, 480-517 Lumens, CCT – 3000K |
| 1066 | Supply & installation of 28W Linear LED Light IP 67,1943-2847 Lumens,CCT- 3000K |
| 1067 | Supply & installation of 38W High Bay Light IP 66,4272-4941 Lumens,CCT- 3000K |
| 1068 | Supply & installation of 3W 2way spot light |
| 1069 | Supply & installation of 27W High Bay Light IP 66,4272-4941 Lumens,CCT- 3000K |
| 1070 | Supply & installation of 14W spot light |
| 1071 | Supply & installation of 20W light for light wall |
| 1072 | Supply & installation of 81W LED light fitting |
| 1073 | Supply & installation of 14W Recessed step light IP-65, 480-517 Lumens, CCT – 3000K |
| 1074 | Supply & installation of 81W LED light fitting |
| 1075 | Supply & installation of 21W Bollard light |
| 1076 | Supply & installation of 36W Recessed ceiling light |
| 1077 | Supply & installation of 15W ceiling mounted panel light |
| 1078 | Supply & installation of 75W roof high bay light |
| 1079 | LIGHT Poles |
| 1080 | Supply & Erectionof4 Metre Length Single Bracket Pole with Base Plate (250x 250 x 6mm)76.10mm OD x 3.65mm Thick x 4000mm Length |
| 1081 | POLE TYPE 1:Supply, Erection of 7m Free Standing Double Arm Bracket 8 sided Octogonally continously tapered structured pole with base plate of size 250 x 250 x 12mm as per IS-875 with following specification.Bottom Pole Dia - 140mmTop Pole Dia - 70 mmThickness of Pole - 3 mmThe pole should be hot dip galvanized confirming to BESNISO-1461 with minimum 85 micronsMIG Welding For All JointsTolerance +/- 5%Paint finish- Anti-corrosive PU paintPole vertical - Duco Pu finish- Smoke grey - 03-9444pole horizontal -Duco Pu finish- Somma - 03-0492 |
| 1082 | POLE TYPE 2:Supply, Erection of 7m Free Standing Double Arm Bracket 2 Nos,3mm thk,100x100mm Square pipe separated by 50mm for electrical and CAT 6 cables with base plate of size 400 x 200 x 12mm as per IS-875 HDGI + Powder coated black 4 mm thk MS Plate welded on all side face of GI Pipe till 1m from the base and 0.4m from the top.with following specification.Thickness of Pole - 3 mmThe pole should be hot dip galvanized confirming to BESNISO-1461 with minimum 85 micronsMIG Welding For All JointsTolerance +/- 5%Paint finish- Anti-corrosive PU paintPole vertical - Duco Pu finish- Smoke grey - 03-9444pole horizontal -Duco Pu finish- Somma - 03-0492 |
| 1083 | POLE TYPE 4:Supply, Erection of 7m Free Standing Double Arm Bracket 2 Nos,3mm thk,100x100mm Square pipe separated by 50mm for electrical and CAT 6 cables with base plate of size 400 x 200 x 12mm as per IS-875HDGI + Powder coated black 4 mm thk MS Plate welded on all side face of GI Pipe till 1m from the base and 0.4m from the top.with following specification.Thickness of Pole - 3 mmThe pole should be hot dip galvanized confirming to BESNISO-1461 with minimum 85 micronsMIG Welding For All JointsTolerance +/- 5%Paint finish- Anti-corrosive PU paintPole vertical - Duco Pu finish- Smoke grey - 03-9444pole horizontal -Duco Pu finish- Somma - 03-0492HDGI + Powder coated black 4 mm thk MS Plate welded on all side face of GI Pipe till 1m from the base and 0.6m from the top. |
| 1084 | POLE TYPE 3a:Supply, Erection of 8m Free Standing Single Arm Bracket 8 sided Octogonally continously tapered structured pole with base plate of size 300 x 300 x 12mm as per IS-875with following specification.Bottom Pole Dia - 130mmTop Pole Dia - 70 mmThickness of Pole - 3 mmThe pole should be hot dip galvanized confirming to BESNISO-1461 with minimum 85 micronsMIG Welding For All JointsTolerance +/- 5%Paint finish- Anti-corrosive PU paintPole vertical - Duco Pu finish- Smoke grey - 03-9444pole horizontal -Duco Pu finish- Somma - 03-0492 |
| 1085 | POLE TYPE 3b:Supply, Erection of 7m Free Standing Single Arm Bracket 2 Nos,3mm thk,100x100mm Square pipe separated by 50mm for electrical and CAT 6 cables with base plate of size 400 x 200 x 12mm as per IS-875 HDGI + Powder coated black 4 mm thk MS Plate welded on all side face of GI Pipe till 1m from the base and 0.4m from the top. with following specification.Thickness of Pole - 3 mmThe pole should be hot dip galvanized confirming to BESNISO-1461 with minimum 85 micronsMIG Welding For All JointsTolerance +/- 5%Paint finish- Anti-corrosive PU paintPole vertical - Duco Pu finish- Smoke grey - 03-9444pole horizontal -Duco Pu finish- Somma - 03-0492 |
| 1086 | POLE TYPE 3c:Supply, Erection of 7m Free Standing Single Arm Bracket 2 Nos,3mm thk,100x100mm Square pipe separated by 50mm for electrical and CAT 6 cables with base plate of size 400 x 200 x 12mm as per IS-875 HDGI + Powder coated black 4 mm thk MS Plate welded on all side face of GI Pipe till 1m from the base and 0.4m from the top. with following specification.Thickness of Pole - 3 mmThe pole should be hot dip galvanized confirming to BESNISO-1461 with minimum 85 micronsMIG Welding For All JointsTolerance +/- 5%Paint finish- Anti-corrosive PU paintPole vertical - Duco Pu finish- Smoke grey - 03-9444pole horizontal -Duco Pu finish- Somma - 03-0492 |
| 1087 | Supply & installation of 45W LED street light fitting, 5400 Lumens, Lumen efficacy=120lm/w, CCT 3000-4000K with integrated driver |
| 1088 | Supply & installation of 90W LED street light fitting, 12860 Lumens, Lumen efficacy=140lm/w, CCT 3000-4000K with integrated driver |
| 1089 | Supply & installation of 10W LED street light fitting with integrated driver |
| 1090 | Lighting control node for CCMS. It shall be plug and play type for each luminaire. The node shall be installed at the pole height/for group of parking lights/walkway lights/foot lights. |
| 1091 | Supply & erecting 3C x 2.5sqmm PVC insulated Cu flexible Industrial Cable for voltage grade up to 1.1 kV through streetlight poles |
| 1092 | Parking and pedestrian walkway |
| 1093 | Supply & installation of 10W LED Decorative Architectural Spot/Spike Light, outdoor type, 800 Lumens, CCT 3000K, Ceiling mount. The housing in cylindrical shape made of extuded aluminium with adjustable bracket made of die cast aluminium.(parking) |
| 1094 | Supply & installation of 30-40W LED Flood light, outdoor type, 4400 Lumens, CCT 3000K, Ceiling mount. The housing in light weight, made of high strength die cast aluminium using pressure die casting process(pedestrian) |
| 1095 | Landcape and Pockets |
| 1096 | Supply & installation of 10W LED wall light/ step light, outdoor type, 600 Lumens, CCT 3000K, Wall mount. |
| 1097 | Supply & installation of 20W LED Linear profile light, outdoor type, 900 Lumens, CCT 3000K, Recessed type mounted on hexagonal structure. |
| 1098 | Supply & installation of 5-10W Spot light with suitable spike mounting, outdoor type, beamangle 35deg, 450 lm minimum. |
| 1099 | Supply & erecting 3C x 2.5sqmm PVC insulated Cu flexible Industrial Cable for voltage grade up to 1.1 kV through streetlight poles |
| 1100 | CABLE |
| 1101 | Supply, transportation loading and unloading of \" XLPE cables\" for voltage grade up to 1.1 kV on walls or through existing trenches etc. |
| 1102 | 3C x 2.5sqmm XLPE Cu Arm cable |
| 1103 | 3C x 6sqmm XLPE Cu Arm cable |
| 1104 | 3C x 10sqmm XLPE Cu Arm cable |
| 1105 | 3C x 25sqmm XLPE Al Arm cable |
| 1106 | 3C x 35sqmm XLPE Al Arm cable |
| 1107 | 3C x 50sqmm XLPE Al Arm cable |
| 1108 | 4C x 25sqmm XLPE Al arm. cable |
| 1109 | 4C x 35sqmm XLPE Al arm. Cable |
| 1110 | 3.5C x 185sqmm XLPE Al arm. Cable |
| 1111 | 3.5C x 400sqmm XLPE Al arm. Cable |
| 1112 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation,sand cushionning,protective covering and refilling the trench etc as required. |
| 1113 | Upto 35 sq.mm |
| 1114 | Above 35 sq.mm and upto 95 sq.mm |
| 1115 | Above 185 sq.mm and upto 400 sq.mm |
| 1116 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required. |
| 1117 | Upto 35 sq.mm (clamped with 1mm thick saddle) |
| 1118 | End termination with brass compression gland and copper lugs for Following size of PVC Insulated and PVC sheathed/ XLPE copperconductor cable of 1.1KV grade required. |
| 1119 | 3C x 2.5sqmm XLPE Cu Arm cable terminations |
| 1120 | 3C x 6sqmm XLPE Cu Arm cable terminations |
| 1121 | 3C X 10 sq.mm XLPE Cu Arm cable terminations |
| 1122 | 3C X 25 sq.mm XLPE Al Arm cable terminations |
| 1123 | 3C X 35 sq.mm XLPE Al Arm cable terminations |
| 1124 | 3C X 50 sq.mm XLPE Al Arm cable terminations |
| 1125 | 4C X 25 sq.mm XLPE Al Arm cable terminations |
| 1126 | 4C X 35 sq.mm XLPE Al Arm cable terminations |
| 1127 | 3.5C X 185 sq.mm XLPE Al Arm cable terminations |
| 1128 | 3.5C X 400 sq.mm XLPE Al Arm cable terminations |
| 1129 | Supply & installation of FRP box (IP66) of size 150mm x 125mm x 100 mm, 2.7 mm thick complete on pole/wall/ Surface with connectors, accessories etc. |
| 1130 | MAIN PANEL AND TRANSFORMER |
| 1131 | Supply, Installation, Testing, Commissioning of outdoor (IP54 minimum) Street Light panel in powder coated CRCA 14/16 SWG sheet, three phase, 415V consisting of indicator lamps, control wiring etc including automatic operation & over current, short circuit, earth fault protection. Panel Stand to be provided for fixing on CC foundation. It shall be equipped with CCMS controller for group lighting management system.Incomer : 63A TPN MCB, 10KA, C CurveOutgoing: 16A SP MCB, 10KA, C Curve (10nos) including spares |
| 1132 | Supply, Installation, Testing, Commissioning of outdoor (IP54 minimum) Street Light panel equipped with CCMS controller for lighting management system.Incomer : 25A TPN MCB, 10KA, C CurveOutgoing: 20A SP MCB, 10KA, C Curve (8nos) including spares |
| 1133 | Supply, Installation, Testing, Commissioning of outdoor (IP54 minimum) Landscape lighting panel in powder coated CRCA 14/16 SWG sheet, three phase, 415V consisting of indicator lamps, control wiring etc including automatic operation & over current, short circuit, earth fault protection. Panel Stand to be provided for fixing on CC foundation. It shall be equipped with CCMS controller for group lighting management system.Incomer : 25A DP MCB, 10KA, C CurveOutgoing: 10A SP MCB, 10KA, C Curve (10nos) including spares |
| 1134 | Supply, Installation, Testing, Commissioning of outdoor (IP54 minimum) Street Light panel equipped with CCMS controller for lighting management system.Incomer : 25A TPN MCB, 10KA, C CurveOutgoing: 20A SP MCB, 10KA, C Curve (8nos) including spares |
| 1135 | Supply, Installation, Testing, Commissioning of outdoor (IP54 minimum) Main panel in powder coated CRCA 14/16 SWG sheet, three phase, 415V comprising of the items indicated as under along with indicator lamps (RYB/ON/OFF/TRIP) for incomer & (ON/OFF/TRIP) outgoings, control wiring, energy meter, CTs etc including over current, short circuit, earth fault protection. Panel stand to be provided for fixing on CC foundation.Main panel board -1,2 & 4Incomer : 100A FP TMD MCCB, 16KAOutgoing : 25A DP MCB, 10KA, C Curve (25nos) + 63A TPN MCB, 10KA, C Curve (5nos) Busbar : Aluminium |
| 1136 | Supply, Installation, Testing, Commissioning of outdoor (IP54 minimum) Main panel in powder coated CRCA 14/16 SWG sheet, three phase, 415V comprising of the items indicated as under along with indicator lamps (RYB/ON/OFF/TRIP) for incomer & (ON/OFF/TRIP) outgoings, control wiring, energy meter, CTs etc including over current, short circuit, earth fault protection. Panel stand to be provided for fixing on CC foundation.Main panel board -3 & 5Incomer : 40A FP TMD MCCB, 16KAOutgoing :25A DP MCB, 10KA, C Curve (12nos) + 63A TPN MCB, 10KA, C Curve (2nos) Busbar : Aluminium |
| 1137 | Supply, Installation, Testing, Commissioning of Outdoor type (IP54 minimum) LV Board in powder coated CRCA 14/16 SWG sheet, three phase, 415V comprising of the items indicated as under along with indicator lamps (RYB/ON/OFF/TRIP) for incomer & (ON/OFF/TRIP) outgoings, control wiring, energy meter, CTs etc complete with busbars, Three Phase tariff meter with MCB as per local energy authority. Panel shall include all necessary accessories and connections, testing, commissioning etc as required with mounting on provided foundation.LV Switch board 5 WAYIncomer : 400A FP TMD MCCB, 36KAOutgoing : 100A FP MCCB, 16KA - (3nos), 40A FP MCCB, 16KA (2nos)Busbar : Aluminium |
| 1138 | Supply, Installation, Testing, Commissioning of of 315 KVA capacity 11/0.433 kV, 3 phase, 50 Hz, copper wound step down OIL COOLED transformers , with Off load Tap Changer, Vector group Dyn-11 , Class of Insulation - \"A\" Temperature Rise Winding Over Ambient of at principal tap 90 Degree C, Winding Material Electrolytic Copper Tapping Range on HV Winding For HV Variation + 10% to -10% in steps of 2.5%, Two Earthing Terminals, Diagram and rating plate, Continuous Duty Cycle, In-built HV and LV cable boxes, Dial type Oil temperature & winding temperature indicators. |
| 1139 | Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonry enclosure with Cover plate having locking arrangement and watering pipe Of 2.7 metre long etc. With charcoal/coke and salt as required |
| 1140 | Earthing with Copper. earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonry enclosure with Cover plate having locking arrangement and watering pipe Of 2.7 metre long etc. With charcoal/coke and salt as required |
| 1141 | Supplying and laying 25 mm x 5 mm G.I. strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut,bolt,spring,washer etc.as required (Jointing shall be Done by overlapping and With 2 sets of G.I nut bolt& spring washer spaced at 50 mm ) |
| 1142 | Supplying and laying 25 mm x 5 mm Copper strip at 0.50 metre below ground as Strip earth electrode, including connection/ terminating with nut,bolt, spring,washer etc.as required (Jointing shall be Done by overlapping and With 2 sets of G.I nut bolt& spring washer spaced at 50 mm ) |
| 1143 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop Earthing as required. |
| 1144 | Miscellaneous |
| 1145 | Supply fabrication and Installation of Main panels, panel shall be mounted on a mild steel stand fabricated from IS-standard MS angles/flats, with one coat of anti-corrosive primer and two coats of synthetic enamel paint, fixed over a cement concrete(CC) foundation of mix 1:2:4, of adequate size to suit the stand and panel dimensions, with proper excavation, compaction, curing and backfilling. |
| 1146 | SOUND |
| 1147 | Supplying and installing of 2-way Outdoor Waterproof Wall Mounted SpeakerAll weather loudspeakers for music and speech.Minimum 60W, Peak Power Minimum 80WIP66 waterproof finish for all extreme weather applicationswoofer and tweeter withmetal mounting bracket, 70V/100V speaker SPL @ 1M - Minimum 94+/-3db, Max SPL Minimum 112dbFrequency Response 65 - 20KHzDispersion Angle - Vertical 80 Degrees & Horizontal 100 Degrees (1 KHz) |
| 1148 | Supplying and installing of 2-channel 600 Watt Power Amplifier Class DPower Handling : 2 × 300 W @ 4 Ohms / 8 Ohms,70V / 100 V CompatibleSignal To Noise Ratio >85 dB Channel separation at 1 kHz >70 dB- 2 channels Peak output voltage per channel 100 V / 70 V rmsMax. output current35.4 ArmsFrequency Response :20 Hz - 20 kHzEnergy Star RatedCooling : Single fan, front to rear airflow, temperature controlled speedComprehensive circuit protection and fault indication |
| 1149 | Supplying and installing of Digital Signal Processor configured for 8x8 inputs and outputs integrated with with 64×64channels of Dante audio networking8 mic/line inputs, 8 line outputs for versatile audio connectivityProcessors: high-performance digital signal processors (DSPs) chips for optimized audio processing at 400 MHz using single use, multiple data architecture. SIMD.Sampling rate: 48 kHzPerformance specs: Frequency response from Analog to Digital to Analog: 20 Hz – 20 kHz, minimal deviation of ± 0.5 dBDynamic range to be low noise and wide signal: from Analog to Digital to Analog: > 113 dB, A-weightedARC Remote PortDedicated LAN and DANTE PortChannel separation for minimal crosstalk between audio channels: Analog to Digital to Analog : > 110 dB @ 1 kHz, +24 dBuTHD+noise: < 95 dB (22.4 kHz BW, un-weighted); 1 kHz @ +15 dBu with 0 dB gainLow Latency (A/D/A): 1.04 mS, inputs routed to outputsExternal device integration General Purpose Input/Output: 8 x 8 GPIOEmbedded web server provides remote metering, diagnostics and configurable ARC-WEB browser control |
| 1150 | Supplying and laying of Dante(Digital Audio Network Through Ethernet)Input/Output Endpoint, 4 mic/line in, 4 line out, 4x4 Dante, PoE, 1/2 rack width |
| 1151 | Supplying and laying of Dante(Digital Audio Network Through Ethernet)Input/Output Endpoint, 4 line out, 4x4 Dante, PoE, 1/2 rack width |
| 1152 | Supplying and installing of Internet Protocol Remote Control Device, with push button rotary encoder and toggle function, 4 programmable buttons, 2 OLED displays, PoE(Power over Ethernet), Decora single gang or wall or panel installation |
| 1153 | Supplying and installing 24 Ethernet Ports to connect multiple AV devices. Network POE Switch with dual Small Form factor Pluggable Ports-V3 |
| 1154 | Supplying and fixing of AV Equipment Rack 12Units (21 inches: 12x1.75) |
| 1155 | Supplying and fixing of AV Equipment Rack 42Units (21 inches: 12x1.75) |
| 1156 | Supplying and fixing of AV Network POE switchwith IEEE 802.3af/at/bt standards, delivering up to 95W per port, media converter dual SFP type port-v3 |
| 1157 | Supplying and fixing of 24 RJ45 Ports: Preloaded with CAT6 jacks for high-speed Ethernet connectionsCAT6 Compliance: Supports up to 1 Gbps speeds and 250 MHz bandwidth Punch-Down Termination: Compatible with 110 & Krone tools for easy cable termination |
| 1158 | Supplying and laying of Buried cables for speakers - 14 - medium-length runs (up to ~50 ft) or 12AWG- (for longer distances or higher power systems) for 8.1 km aditional 50% buffer to be considered. |
| 1159 | Supplying and laying of Optic fibre cables buried- as per site condition and speaker locations. 50 percent buffer to be considered. |
| 1160 | Supplying and laying of Enhanced CAT6 cables, max speed 10gbps |
| 1161 | Supplying and laying of Various Connectors and Cables500 High Quality Speaker Connectors34 Amplifier InterconnectsDSP to Amplifiers InterconnectApproximate 75 CAT 6 Patch Cables for Interconnects |
| 1162 | Networked playback platform for streaming audio to a near endless Number of Dante/AES67 end pointsManage your content, playlists, playback, stream monitoring and scheduling all in one place.Shall provide lossless audioStreaming Platform : AirPlay 2 | TIDAL | Deezer | Internet RadioSupported Audio Formats : AAC | ALAC | WAV | FLAC | MP3 | AIFF | OGGShapported Audio : Dante Upto 16streamsStorage.:Internal 220GB SSD ORUSB3 OR NASSample Rate : 44.1kHz | 48kHz | 96kHzControl : HTTP Control APIUSB.:USB3 |
| 1163 | ARCHITECTURAL AND CIVIL |
| 1164 | DISMANTLING WORKS |
| 1165 | Dismantling Works of Pavements |
| 1166 | TakingoutexistingCCinterlockingpaverblocksfromfootpath/central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 1167 | Taking out existing kerb stones of all types from footpath/ central verge, includingremovalofmortaretc.,disposalofunserviceablematerialto thedumpingground,forwhichpaymentshallbemadeseparatelyand stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 1168 | Walkway Kerb Stone |
| 1169 | Median Kerb Stone |
| 1170 | Planter Box Sides |
| 1171 | DemolishingR.C.C.workbymechanicalmeansandstockpilingat designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.RC Pavement |
| 1172 | Dismantlingofflexiblepavement(bituminouscourses)bymechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.Asphalt Pavement |
| 1173 | Dismantling of Existing Steel Structure Buildings |
| 1174 | Dismantling of PARKING SHEDS |
| 1175 | Dismantlingsteelworkinbuiltupsectionsinangles,tees,flatsand channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead |
| 1176 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:G.S. Sheet |
| 1177 | Dismantling of Existing Cover for Walkways |
| 1178 | Dismantlingsteelworkinbuiltupsectionsinangles,tees,flatsand channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead |
| 1179 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:G.S. Sheet |
| 1180 | Dismantling of Existing RC Frame Brick Masonry Building |
| 1181 | Demolishing of building inluding RCC, Brickwork, doors, window etc. manually/ by mechanical means including stacking of serviceable materials and disposal of unserviceable material within 50 meters lead as per direction of Engineer |
| 1182 | MEPZ Manufacturers Association Building |
| 1183 | MEPZ Health Center |
| 1184 | Security Building |
| 1185 | Building at the Dead End - Brindhavan Avenue - 1st Cross Street |
| 1186 | Building at the Dead End - Southern Loop-Kadaperi Road |
| 1187 | Temple at entrance |
| 1188 | Temple Compound wall |
| 1189 | Temple entry Roof: Dismantling roofing including ridges, hips, valleys and gutters, vertical support members etc., and stacking the material within 50 meters lead of GS Sheet/GI Sheet/Corrugated sheet |
| 1190 | Dismantling Works of Electrical Installations |
| 1191 | Dismantling of Existing Precast / Metal Electric Light Poles using Cranes of required Capacity, moving and stacking of the Sameat a Designated Place, De-commissioning and Disconnecting the Electric Cables and stacking the Serviceble Materials at a Designated Place, Dismantling of the RC Foundations of the Electric Poles including disposal of unserviceable material, as directed by Engineer- in-charge. |
| 1192 | Dismantling of Existing Light Poles including Foundations |
| 1193 | Dismantling of Existing Electric Poles including Foundations |
| 1194 | Dismantling of Existing Manhole Cover for Trenches |
| 1195 | TakingoutC.I.coverwithframefromR.C.C.topslabofmanholes ofvarioussizesincludingdemolishingofR.C.C.workmanually/by mechanicalmeansandstackingofusefulmaterialsnearthesiteand disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. |
| 1196 | Dismantling of Watch Towers-3nos |
| 1197 | Demolishing RCC work including cutting and stacking of steel bars, disposal within 50m lead |
| 1198 | Earthwork in excavation (if foundation removal is included) |
| 1199 | Dismantling of Fences and Compound Wall (Brick Masonry) |
| 1200 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 1201 | Removal of Fencing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 1202 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. |
| 1203 | NEW CONSTRUCTION |
| 1204 | PEDESTRAIN ENTRY CUBICLES (Turstile Roofing) |
| 1205 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 1206 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level : 1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1207 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 1208 | For Footings |
| 1209 | For walls |
| 1210 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form forWalls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 1211 | For Footings |
| 1212 | For walls |
| 1213 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete below plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 1214 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes |
| 1215 | Design, Supply, fabrication and erection of mild steel CHS & RHS Sections and painting with epoxy primer & paint. The membrane fabric shall be Verseidag PTFE Type II(Glass fibre with PTFE Coating). The mild steel structure has to be surveyed and the fabric pattern has to be generated and the same will be plotted and welded and fixed on to the steel structure by using Necessary Acccessories. |
| 1216 | Finishing with Epoxy paint (two or more coats) at all locations prepared andappliedaspermanufacturer’sspecificationsincludingappropriate priming coat, preparation of surface, etc. complete.On steel work |
| 1217 | TOLL PLAZA STRUCTURE |
| 1218 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 1219 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 1220 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1221 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 1222 | For Footings |
| 1223 | Pedestals / Columns |
| 1224 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for Walls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 1225 | For Footings |
| 1226 | For Pedestals / Columns |
| 1227 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete below plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 1228 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes |
| 1229 | Design, Supply, fabrication and erection of mild steel CHS & RHS Sections and painting with epoxy primer & paint. The membrane fabric shall be Verseidag PTFE Type II(Glass fibre with PTFE Coating). The mild steel structure has to be surveyed and the fabric pattern has to be generated and the same will be plotted and welded and fixed on to the steel structure by using Necessary Acccessories. |
| 1230 | Finishing with Epoxy paint (two or more coats) at all locations prepared andappliedaspermanufacturer’sspecificationsincludingappropriate priming coat, preparation of surface, etc. complete.On steel work |
| 1231 | REAR GATE - RELATED WORKS |
| 1232 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 1233 | DemolishingR.C.C.workmanually/bymechanicalmeansincluding stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 1234 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 1235 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer- in-charge. |
| 1236 | Dismantlingsteelworkinbuiltupsectionsinangles,tees,flatsand channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead |
| 1237 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 1238 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 1239 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.By Mechanical Transport including Loading,unloading and stackingBeyond 10 km upto 20 km per km. |
| 1240 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1241 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 1242 | For Footings |
| 1243 | Pedestals / Columns |
| 1244 | Walls |
| 1245 | Providing and laying in position ready mixed or site batched design mix cementconcreteforreinforcedcementconcretework;usingcoarse aggregateandfineaggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortIandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting ofconcrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 1246 | Columns |
| 1247 | Walls |
| 1248 | Beams |
| 1249 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for Walls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 1250 | For Footings |
| 1251 | For Pedestals / Columns |
| 1252 | Walls |
| 1253 | Beams |
| 1254 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete below plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 1255 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approvedblocklayingpolymermodifiedadhesivemortarallcomplete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). |
| 1256 | CEMENT PLASTER (IN COARSE SAND), 20 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 1257 | Finishing walls with textured exterior paint of required shade :Newwork([email protected]/10sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 1258 | Providing and laying at or near ground level factory made kerb stone of M-25gradecementconcreteinpositiontotherequiredline,leveland curvature,jointedwithcementmortar1:3(1cement:3coarsesand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening whereverrequiredcompleteetc.asperdirectionofEngineer- in-charge (length of finished kerb edging shall be measured to calculate volumeforpayment).(PrecastC.C.kerbstoneshallbeapprovedby Engineer-in-charge). |
| 1259 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1260 | Earthworkinsurfaceexcavationnotexceeding30cmindepthbut exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil |
| 1261 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level : 1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1262 | Providing and laying factory made champhered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in requird colour and pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per equired size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer in charge. 80mm thick C.C. paver block of M-35 grade with approved colour design and pattern |
| 1263 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes |
| 1264 | Finishing with Epoxy paint (two or more coats) at all locations prepared andappliedaspermanufacturer’sspecificationsincludingappropriate priming coat, preparation of surface, etc. complete.On steel work |
| 1265 | Providing andfixing18mmthickgangsawcut,mirrorpolished, premouldedand prepolished,machinecut for kitchen platforms,vanity counters,windowsills,faciasandsimilarlocationsofrequiredsize, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing of edges to give high gloss finish etc. complete at all levels.Granitestoneslabofall colourandtextureexceptblack, Cherry/Ruby.Area of slab over 0.50 sqm |
| 1266 | Cladding |
| 1267 | Fabricating and fixing individual brushed-finish stainless steel letters (SS304, 2mm thick height 450mm), laser-cut rear stud-mounted using concealed epoxy-fixed anchors into MS flare bar support frame, alignment template, fasteners, epoxy resin and all installation works (In local language) |
| 1268 | Light Wall |
| 1269 | OUTDOOR ACTIVE LED Pixel Pitch 4 - LED Video wall Solution, Modules, Receiving Card, Power Supply, Cable and Connectorsetc. Life - 100000 Hours, Brightness 5000Nits, Standard MS Cabinet 960 x 960mm_Back Service, SCREEN DIAGONAL 474 Inches, Total LED Load 48.7(KVA), LED Wall Resolution 1440 X 2640, with Controller, Windows Media Player, Aero CMS Software, Wall Mount MS structure, Inclusive of Accessories and Packing and Freight charges. |
| 1270 | BOOM BARRIER ENTRY AND EXIT STRUCTURE |
| 1271 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 1272 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 1273 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.By Mechanical Transport including Loading,unloading and stackingBeyond 10 km upto 20 km per km. |
| 1274 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level : 1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1275 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 1276 | For Footings |
| 1277 | For Pedestals |
| 1278 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for Walls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 1279 | For Footings |
| 1280 | For Pedestals |
| 1281 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete below plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 1282 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes |
| 1283 | Design, Supply, fabrication and erection of mild steel CHS & RHS Sections and painting with epoxy primer & paint. The membrane fabric shall be Verseidag PTFE Type II(Glass fibre with PTFE Coating). The mild steel structure has to be surveyed and the fabric pattern has to be generated and the same will be plotted and welded and fixed on to the steel structure by using Necessary Acccessories. |
| 1284 | Finishing with Epoxy paint (two or more coats) at all locations prepared andappliedaspermanufacturer’sspecificationsincludingappropriate priming coat, preparation of surface, etc. complete.On steel work |
| 1285 | HT METERING YARD |
| 1286 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 1287 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.By Mechanical Transport including Loading,unloading and stackingBeyond 10 km upto 20 km per km. |
| 1288 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1289 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant (RMC plant) including transportation to site in transit mixer |
| 1290 | For Footings |
| 1291 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for Foundations,footings,basesofcolumns,etc.formass concrete |
| 1292 | For Footings |
| 1293 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete below plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 1294 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes |
| 1295 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts andwashersasrequiredcompleteasperthedirectionofEngineer-in- charge.Made of G.I. wire of dia 4 mm |
| 1296 | Finishing with Epoxy paint (two or more coats) at all locations prepared andappliedaspermanufacturer’sspecificationsincludingappropriate priming coat, preparation of surface, etc. complete.On steel work |
| 1297 | ENTRANCE PLAZA NODES |
| 1298 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 1299 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 1300 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.By Mechanical Transport including Loading,unloading and stacking Beyond 10 km upto 20 km per km. |
| 1301 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level : 1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1302 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 1303 | Foundations |
| 1304 | Pedestals / Columns |
| 1305 | Providing and laying in position ready mixed or site batched design mix cementconcreteforreinforcedcementconcretework;usingcoarse aggregateandfineaggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortIandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting ofconcrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 1306 | Columns |
| 1307 | Slabs |
| 1308 | Beams |
| 1309 | Walls |
| 1310 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for |
| 1311 | Foundations |
| 1312 | Columns |
| 1313 | Slabs |
| 1314 | Beams |
| 1315 | Walls |
| 1316 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete below plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 1317 | Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade |
| 1318 | OUTDOOR ACTIVE LED Pixel Pitch 4 - LED Video wall Solution, Modules, Receiving Card, Power Supply, Cable and Connectorsetc. Life - 100000 Hours, Brightness 5000Nits, Standard MS Cabinet 960 x 960mm_Back Service, SCREEN DIAGONAL 474 Inches, Total LED Load 48.7(KVA), LED Wall Resolution 1440 X 2640, with Controller, Windows Media Player, Aero CMS Software, Wall Mount MS structure, Inclusive of Accessories and Packing and Freight charges. |
| 1319 | TOLL PLAZA FAÇADE - LOUVER SYSTEM |
| 1320 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 1321 | Finishing with Epoxy paint (two or more coats) at all locations prepared andappliedaspermanufacturer’sspecificationsincludingappropriate priming coat, preparation of surface, etc. complete.On steel work |
| 1322 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconiesincludingfixingthesteelbarsinpositionusingepoxyresin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 12 mm dia. |
| 1323 | ENTRANCE GATE - FEATURE WALL |
| 1324 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 1325 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 1326 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.By Mechanical Transport including Loading, unloading and stacking Beyond 10 km up to 20 km per km |
| 1327 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1328 | Providing and laying in position ready mixed or site batched design mix cementconcreteforreinforcedcementconcretework;usingcoarse aggregateandfineaggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortIandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting ofconcrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 1329 | Foundations |
| 1330 | Walls |
| 1331 | Coulmns |
| 1332 | Plinth beams |
| 1333 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form forWalls(anythickness)includingattachedpilasters, buttresses, plinth and string courses etc. |
| 1334 | Foundations |
| 1335 | Walls |
| 1336 | Columns |
| 1337 | Plinth beams |
| 1338 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 1339 | Providing and applying cement plaster in two coats (base coat of 12mm + finishing coat of 6mm) with cement mortar 1:4(1cement:4sand)on brickwork / concrete surfaces including hacking, surface preparation, scaffolding, curing and finishing smooth with trowel |
| 1340 | Finishing with Epoxy paint (two or more coats) at all locations prepared andappliedaspermanufacturer’sspecificationsincludingappropriate priming coat, preparation of surface, etc. |
| 1341 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm |
| 1342 | Providing and fixing dry cladding upto 10 metre height with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid forseparately). |
| 1343 | For laterite 40 to 75mm size |
| 1344 | Stone Infill of Cumbam stone of varying size from 100mm to 250mm inside of Gabion wall |
| 1345 | Rough Stone ( hard granite) anchor of size (900x600mm) fixing GI pipe of 200mm dia, including core drilling (Dia >250mm, depth>300m) into natural stone/concrete base, fixing with approved chemical anchoring compound or mechanical anchor bolts, grouting, providing and welding MS base plate |
| 1346 | Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade |
| 1347 | MS vertical support framework ( only uprights) Rectangular hollow section of 100 X 150 X 6 mm thick connected to Gabion using U clamps or SS bolts with Saddle plates for Gabion wall |
| 1348 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7 mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2 mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. |
| 1349 | Fixing vertical MS Circular pipe supports 100mm Dia X 4mm thick with 8mm the base plate, anchor bolts, surface priming and PU finish painting for supporting ACP cladding framework |
| 1350 | Fabrication and installation of MS double leaf gate made of100X50X3mm RHS outer frame with 40X20mm RHS bracing, complete with hinges, stoppers, locking arrangement, painting, and all accessories (vehicular pathway) Heavy Duty gate |
| 1351 | Fabrication and installation of MS Single leaf gate made of 50X50X3mm RHS with internalbracing, including hinges, stoppers, locking arrangement, painting, and all accessories (Pedestrian pathway) |
| 1352 | Tension Stay cable: Bekaert 7‑wire HDPE‑sheathed strand, dia 15.7 mm, nominal area 150 mm², galvanized + waxed, low‑relaxation grade (e.g., Y1770S7G / Y1860S7G UHS‑grade)End fittings: Swaged sockets or clevis assemblies suitable for 15.7 mm strand, galvanised, rated >90 % GUTSAnchor hardware: Turnbuckles, anchor plates, grade 8.8 / 10.9 bolts, washers & nuts for each tendonInstallation accessories: HDPE sheath wrap, lubricant, warning labelsTesting / Certificates: Mill test certificates, elongation tests, fatigue test report |
| 1353 | Twisting and rotating 3D curved profile of stainless steel pipe with internal tendon system over a total of span of 100m (as per architecture/structural design) including CNC 3-axis section rolling, custom segment preparation end preparation for welding or flanges, on site assembly, grinding, finishing and polishing |
| 1354 | Built Up plates & Hollow Sections: Supply, Fabrication, Erection, alignment and levels as per approved Tekla model & shop drawing of structural steel work in built up sections of 350Mpa Grade & hollow sections of 310Mpa Grade etc., Necessary permanent rivets, bolts, washers and nuts, handling, straightening, cutting, drilling holes, welding, shop assembly, transport to erection site, storing, leading to erection site. (payment to be made on the basis of standard section weights for net weight in the shop drawing. Rate should include the cost of permanent bolts, nuts, and washers as required and approved. No measurement shall be taken for payment of permanent bolts, nuts, all types of washers and packing plates etc.,) All hot rolled, plate sections must be Shot blasted confirming to Sa 2.5, roughness value not more than 40 microns and finished. Supply and painting of structural steel withcleaning, primer(1x30DFT) and two coat of enamel paint(2x30 DFT) & Touch Up at site as directed by consultant with required microns of standards make etc., completeas per standard & as directed by engineer in charge. Tekla Model or Shop drawing must be submitted for approval.METRIC TONNE i.e. 1000 Kg. MAKE SAIL, JSW, VIZAG, TATA< APOLLO |
| 1355 | Fabricating and fixing individual brushed-finish stainless steel letters (SS304, 2mm thick height 700-800mm), laser-cut rear stud-mounted using concealed epoxy-fixed anchors into MS flare bar support frame, alignment template, fasteners, epoxy resin and all installation works (In local language) |
| 1356 | Providing and fixing ACP cladding over metal framework including fabrication, anchoring, and sealing as per architectural drawings |
| 1357 | Supply and fixing of ACP panels over MS/Al framework including sealing.Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings ,the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc.necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. |
| 1358 | Fabrication and erection of MS framework for ACP panels: Steel work in built-up tubular sections (round, square, rectangular hollow tubes) including cutting, hoisting, fixing in position and applying a priming coat |
| 1359 | Silicone sealant application and edge finishing and sealing of expansion joints |
| 1360 | Cutting and fixing Corten Steel plates (IRSM 41-97/ASTM A588 equivalent) of varying heights (from 5.0m to 111m) and 10mmm thickness CNC-cut to parametric profile, including necessary edge finishing, chamfering, lifting, welding, Bolting to MS bracket supports |
| 1361 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, driveways or light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand. Includes compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction using plate vibrator, filling the joints with sand, cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand — complete all as per direction of Engineer-in-Charge. |
| 1362 | 80 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 1363 | MISCELLANEOUS |
| 1364 | ART & SCULPTURE |
| 1365 | Fixing artwork panels of varying size and circular forms prefabricated by vendor/artist, installed onto the gabion wall using clip-on support brackets or concealed fasteners (U-clips, slot plates, back channels etc.)fixed onto gabion wall mesh or intermediate MS flare bar frame behind mesh |
| 1366 | Providing and executing Tamil Language inscription/ text engraving on Corten steel plates (IRSM 41-97 or ASTM A588) of 10mm thickness, by CNC laser cutting/engraving, including all artwork preparation, font conversion, size scaling, layout plotting, edge finishing and site alignment as per approved design |
| 1367 | Refurbishing: Existing walls/columns near security cabin. |
| 1368 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 1369 | Providing Finishing in 12mm cement plaster of mix: 1:4 (1cement:4fine sand) |
| 1370 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).( for internal surfaces) |
| 1371 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all, lifts involved |
| 1372 | Removal ACP cladding over metal framework |
| 1373 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm |
| 1374 | Providing and laying matt finished vitrified tile of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 1375 | Steel glazed door, window/ ventilator, all members viz. F7D, F4B, K11and K12B etc. |
| 1376 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. |
| 1377 | RETAINING WALLS |
| 1378 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 1379 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 1380 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.By Mechanical Transport including Loading,unloading and stacking Beyond 10 km upto 20 km per km. |
| 1381 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level : 1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1382 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 1383 | For Footings |
| 1384 | Walls |
| 1385 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form forWalls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 1386 | For Footings |
| 1387 | Walls |
| 1388 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete below plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 1389 | STONE PITCHING |
| 1390 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 1391 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: |
| 1392 | 2.1.1 All kinds of soil |
| 1393 | Pump room for Open wells and irrigation |
| 1394 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.2.6.1 All kinds of soil |
| 1395 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from naturalsources : 8 graded stone aggregate 40 mm nominal sizederived from natural sources) |
| 1396 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 1397 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for massconcrete |
| 1398 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 1399 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 1400 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approvedblocklayingpolymermodifiedadhesivemortarallcomplete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). |
| 1401 | Cement Plaster (in Fine sand)12mm cement plaster:1:6( 1 cement :6 fine sand) |
| 1402 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate |
| 1403 | Fabrication and fixing of MS Door |
| 1404 | Fabrication and fixing of Aluminium Window:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up stndard tubular sectons/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS: 1285, fixing with dash fastners of require dia and size, including necessary filling up the gaps at junctions i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap bading for glazing/panelling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of engineer in charge. For fixed portion:Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 1405 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complet as per the architectural drawngs and th directions of engineer in charge. With float glass panes of 8mm thickness (weight not less than 20kg/sqm) |
| 1406 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm |
| 1407 | Exhaust fans : Supply and installation of 6inch x 6inch Exhaust Fans |
| 1408 | Wiring forlight point/fan point/exhaust fan point/call bell point with 1.5sqmm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, with Modular switch,Modular Plate , suitable size GI Box and earthing the point with 1.5sqmm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 1409 | CENTRAL TANK |
| 1410 | clearing jungle including uprooting of rank vegetation ,grass,brush wood , trees and saplings of girth up to 30cm meassured at a height of 1m above ground level and removal of rubbish up to distance of 50m outside the periphery of the area |
| 1411 | Dismantling of Existing Precast / Metal Electric Light Poles using Cranes of required Capacity, moving and stacking of the Sameat a Designated Place, De-commissioning and Disconnecting the Electric Cables and stacking the Serviceble Materials at a Designated Place, Dismantling of the RC Foundations of the Electric Poles including disposal of unserviceable material, as directed by Engineer- in-charge. |
| 1412 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/ manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 1413 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 1414 | Excavating, supplying, stacking and filling of local earth (including royalty)by mechanical transport upto a lead of 5km also including rammingand watering of the earth in layers not exceeding 20 cm in foundationtrenches, plinth, sides of foundation etc. complete for all lift. |
| 1415 | Providing and layingin position ready mixed or site batched design mix cement concrete reinforced cement concrete work ;using coarse aggregate and fine aggregate derived from natural sources, Portland /Pozzolana /Ordinary Portland/Portland Slag cement, admixtures in recommend proportions as per IS:9103 to accelerate/retard setting of concrete, to improve durability and workability without impairing strength ;including pumping of concrete to site of laying ,curing , carriage for all leads; but excluding the cost of centering ,shuttering ,finishing and reinforcement as per direction of the engineer-in-charge , for the following grades of concrete :All works up to plinth levelConcrete of M30 grade with minimum cement content of 350kg/cum |
| 1416 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1417 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete:Note:Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 1418 | All works upto Plinth LevelConcrete of M25 grade with minimum cement content of 330 kg/cum |
| 1419 | All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg/cum |
| 1420 | Supplying chemical emulsion in sealed containers including delivery asspecified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% |
| 1421 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete : With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration |
| 1422 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for, Foundations,footings,basesofcolumns,etc.formass concrete |
| 1423 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for, Lintels,beams,plinthbeams,girders,bressumers and cantilevers |
| 1424 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for, Columns, Pillars, Piers, Abutments, Posts and Struts |
| 1425 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for, Suspendedfloors,roofs,landings,balconiesandaccess platform |
| 1426 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 1427 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approvedblocklayingpolymermodifiedadhesivemortarallcomplete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). |
| 1428 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.For External Wall Surfaces |
| 1429 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).For Internal Wall Surfaces |
| 1430 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster.For Rc Slab Soffits. |
| 1431 | 62 mmthickcementconcreteflooringwithconcretehardenertopping, underlayer50mmthickcementconcrete1:2:4(1cement:2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix 2 graded stone aggregate,6 mm nominal size) by volume,hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 1432 | Applying stamping finish to the top surface of freshly laid plain/reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineer-in-Charge. The process shall include the following:- The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting. After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface. The construction joints shall be provided by groove cutting of size 4 mm x 20 mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer\"s specifications and finished by applying Polyurethane resin based top protective clear coat of 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately). |
| 1433 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm |
| 1434 | Providingandapplyingplasterofparisputtyof2mmthicknessover plastered surface to prepare the surface even and smooth complete. |
| 1435 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 1436 | Providingwoodwork in frames of doors, windows,clerestorywindows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fastenersof requireddia & length(hold fast lugs or dash fastener shall be paid for separately).Second class teak wood |
| 1437 | Providingandfixing ISI markedflush door shutters conformingto IS : 2202(PartI)non-decorativetype,coreofblockboardconstruction with frame of 1st class hard wood and well matchedcommercial3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 1438 | Extrafor providinglippingwith2ndclassteakwoodbattens25mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 1439 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddingin cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 1440 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :250x10 mm |
| 1441 | Providingand fixing chromiumplated brass 100 mm mortice latch and lockwith 6 leversand a pair of lever handlesof approvedqualitywith necessary screws etc. complete. |
| 1442 | Providingandfixingaluminiumextrudedsectionbodytubulartype universalhydraulicdoorcloser(havingbrandlogowith ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 1443 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. |
| 1444 | Fabrication and fixing of Aluminium Window:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up stndard tubular sectons/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS: 1285, fixing with dash fastners of require dia and size, including necessary filling up the gaps at junctions i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap bading for glazing/panelling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of engineer in charge. For fixed portion:Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 1445 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complet as per the architectural drawngs and th directions of engineer in charge. With float glass panes of 8mm thickness (weight not less than 20kg/sqm) |
| 1446 | Providing and fixing louvered glass panes with aluminum frame, including EPDM rubber/neoprene gasket, aluminum snap beading, and necessary hardware.Glass thickness: 5 mmFrame: Powder-coated aluminum sections conforming to IS: 733 and IS: 1285 |
| 1447 | Exhaust fans : Supply and installation of6inch x 6inch Exhaust Fans |
| 1448 | Providing and fixing aluminium grill (anodised transparent or dyed to require shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.p. brass/stainless steel scres @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of engineer in charge |
| 1449 | Providingandlayingintegralcementbasedwaterproofingtreatment includingpreparationofsurfaceasrequiredfortreatmentofroofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixedwithwaterproofingcompoundconformingtoIS.2645and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to115mmsizewith50%ofcementmortar1:5(1cement:5coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using2.75kg/sqmofcementadmixedwithwaterproofingcompound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including layingglassfibreclothofapprovedqualityintoplayerofplasterand finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”:With average thickness of 120 mm and minimum thicknessat khurra as 65 mm. |
| 1450 | ProvidingandfixingonwallfaceunplasticisedRigidPVCrainwater pipes conformingto IS : 13592 Type A, including jointingwith seal ring conformingto IS : 5382, leaving 10 mm gap for thermalexpansion,(i) Single socketed pipes.110 mm diameter |
| 1451 | Providingandfixing on wall faceunplasticised- PVCmouldedfittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Serrated with central bulb (225 mm wide, 8-11 mm thick) |
| 1452 | Bend 87.5° 110 mm |
| 1453 | Shoe (Plain)110 mm Shoe |
| 1454 | Providingandfixingunplasticised-PVCpipeclipsofapproveddesign to unplasticised- PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm |
| 1455 | Providing,fixingandembeddingsandcastironaccessoriesforrain waterpipesinthemasonrysurroundedwith12mmthickcement mortar of the same mix, as that of masonry (lead caulking will be paid for separately):Sand cast iron plain shoes :150 mm diameter |
| 1456 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 1457 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 1458 | For vertical surface two coats @ 0.70 kg per sqm per coat |
| 1459 | For horizontal surface one coat @1.10 kg per sqm. |
| 1460 | Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete :Serrated with central bulb (225 mm wide, 8-11 mm thick) |
| 1461 | steel works welded in built up sections / framed work , including cutting hoisting , fixing in position and applying a priming coat of approved steel primer using structural steel etc ,as required |
| 1462 | in stringers , treads , landings etc including use of chequered plates wherever requred , all complete |
| 1463 | in grating , frames , guard bar , ladder , railings, brackets , gates and similar works |
| 1464 | MS tube |
| 1465 | GI pipes |
| 1466 | CI 500mm dia cover with frame ( medium duty) |
| 1467 | Mechanical Ventillation |
| 1468 | Supply &Installation of Single Speed Axial Flow Fan. The Fan complete with casing made of Mild Steel with Enamel Painted, adjustable pitch dia cast aluminum impeller (Hub and blades) & suitable for 415V/3Ph/ 50Hz AC supply. Casing position shall be as per the job requirement and shall be marked on the fan assembly of the following capacities. Total air, static pressure, fan motor KW and fan motor speed.Fan capacity CFM :2250 , power in KW: 1.1 KW, 3 phase , External static pressure: 15mmWG, Exhaust Air. ( FIRE PUMP ROOM )Noise Level@3mtr:<55dBA |
| 1469 | Fully Factory fabricated sheet metal ducting out of GSS sheets with 4-bolt Ductmate type flange, built-in sealant, neoprene gaskets, 150 mm GI metal cleats. Ducts shall be fabricated as per SMACNA standards. Electro-galvanized bolts, nuts & washers, Threaded GI suspension rods, anchor grip bolts, Hi-tech or equivalent supports for ducts, All MS supports for ducting shall be painted with one coat of zinc primer and two coats of anticorrosive paint.120 GSM.F20G (1001 to 2200 mm) |
| 1470 | Supply, installation and balancing of Powder coated Extruded Aluminium air Grilles with Aluminium without Collar damper in accordance with the approved shop drawings and specifications. Note: Deflection of the grille should be 15Deg with 5mm Blade Thickness |
| 1471 | 600X150 MM with Collar Damper |
| 1472 | Supplying, installing, testing and balacing of powder coated extruded aluminum FRESH AIR louvers, All below mentioned are neck sizes |
| 1473 | 900 mm x 400 mm (NECK SIZE) |
| 1474 | Vibration Isolation with the help of Spring isolator to reduce the noise, vibration over the structure, wall cracks,et..(All Fans) |
| 1475 | Class \"O or VIII\" type, 15 mm thick Open cell elastomeric Acoustic insulation with density not less than 45 kg / m3. Insulation material to be fire retardant. |
| 1476 | Supply and fixing of Canvas connection for Exhaust fans. (Each size as per Manufacturer) |
| 1477 | Supply Installation, Testing, Commissioning of Electrical starter panel complete with starter, all accessories, controls, necessary A/M switches and push button station. The starter is suitable for outdoor installation. |
| 1478 | 1.1KW- DOL STARTERS - FOR EXHAUST AIR FAN |
| 1479 | Supply and laying of 1100 V grade medium voltage PVC and A copper / aluminium conductor power cables as per specifications. The cable shall be laid in outdoor / indoor. The cable shall be clamped to brick wall / cable trays at regular intervals using necessary heavy gauge GI clamps and fasteners. |
| 1480 | 4 C x 2.5 Sqmm. Cu. Ar. PVC Cable with conduit |
| 1481 | End Terminations |
| 1482 | Cable Trays :Supply and erection of 2 mm thick slotted type, pre galvanized, cable trays and cable tray supports out of rolled Sheet, sections,pipes, plates, etc. including welding, anchorbolts, threaded down rods, bolting, riveting, supply of necessary anchor bolts and grouting etc. including breaking walls, floors, etc. for structures as required including supply of all GI hardware materials, all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-charge. The rate shall include supply & fixing of MS Grip bolts in columns/beams/walls/ceiling etc.as required & including drilling . Rod supports shall be of galvanized full threaded rods of sizes 8,10 & 12mm dia for fixing to anchor fastener, anchor bolts etc. For the purposes of quoting rate per meter Contractor to include the cost of all the above. No separate measurement or payment will be considered.The length of the full threaded rods for the purposes of quoting shall be 1200 mm & includes nuts & washers and supports shall be at a mi. Distance of 1 Mtr. The rate will include all required bends, tees, vertical up & downs, radius bends and other applicable accessories shall be factory fabricated, complete & as required. |
| 1483 | 100 mm wide x 50 mm high |
| 1484 | WTP Pump RoomMechanical Ventillation |
| 1485 | Supplying, installing, testing and commissioning ofWall mounted Metal Frame Exhaust air Propeller fans. Fan assembly shall consist of fan with mounting plate, Gravity Louver and Mounting Flange. The attractive Fan is Black colour, made from steel sheet, Encased in a steel sleeve with an integral Gravity Louver with aluminium blades with a blades with a blade tip for quiet and smooth closure(Black colour powder coated steel grille on the front of the fan for protection) .Noise level less than 55dB(A) at 3mtr distance.Suitable for 250V,50Hz,1Ph. AC Supply, IE2 rating , Power cable @ 1.5 mtr & socket,etc..1600 CFM / TSP = 15mm |
| 1486 | Supplying, installing,Door Louver - 900WX300Hmm |
| 1487 | Painting and Murals |
| 1488 | Canteen OHT |
| 1489 | Providingandapplyingplasterofparisputtyof2mmthicknessover plastered surface to prepare the surface even and smooth complete. |
| 1490 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 1491 | Hand-painted mural with artist charges- Includes surface prep, design, execution, and protective coating, weather-resistant paints, sealing coat |
| 1492 | Wall 1 |
| 1493 | Wall 2 |
| 1494 | Wall 3 |
| 1495 | Wall 4 |
| 1496 | OTHER WORKS |
| 1497 | Relocation of Entrance Flag pole |
| 1498 | Dismantling steel work manually (such as flagpole), including stacking within 50m |
| 1499 | Carriage of dismantled material (flagpole) by mechanical transport (upto 5km) |
| 1500 | Earthwork excavation by mechanical means in ordinary soil, upto 1.5m depth |
| 1501 | Providing and laying RCC (M20, nominal mix 1:1.5:3), incl. shuttering & curing (foundation for flagpole) |
| 1502 | Steel reinforcement for RCC (TMT), incl. cutting, bending, placing & tying |
| 1503 | Fixing and erection of steel flagpole, alignment & anchoring (skilled labour, bolts, grouting, etc.) |
| 1504 | Disposal of surplus excavated material (lead up to 2km) |
| 1505 | Finishing with synthetic enamel paint (one or two coats on steel flagpole, touching up after shifting) |
| 1506 | Pole for Speakers |
| 1507 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 1508 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1509 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 1510 | For Footings |
| 1511 | For Pedestal |
| 1512 | Centeringand shutteringincluding strutting, proppingetc. and removal of form forFoundations,footings,bases ofcolumns,etc. formass concrete |
| 1513 | For Footings |
| 1514 | For Pedestal |
| 1515 | Steelreinforcementfor R.C.C.workincluding straightening,cutting, bending, placing in position and binding all complete below plinth level.Thermo-MechanicallyTreatedbars ofgradeFe-500D or more. |
| 1516 | For Footings |
| 1517 | For Pedestal |
| 1518 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. For External Wall Surfaces |
| 1519 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm |
| 1520 | Fabrication, supply, and erection ofMS Square hollow section column 50x50mm , 3mm wall thickness, 3m in length, Mild Steel conforming to IS:2062, Finished in anti-corrosive paint - 245 nos of poles,bolted to base plate including welding, drilling, anchor bolts, and grouting |
| 1521 | Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 1522 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete |
| 1523 | Proposed Sewage Pits |
| 1524 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 1525 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 1526 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1527 | Providing and laying in position ready mixed or site batched design mix cementconcreteforreinforcedcementconcretework;usingcoarse aggregateandfineaggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortIandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting ofconcrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 1528 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for Foundations,footings,basesofcolumns,etc.formass concrete |
| 1529 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 1530 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for underground structures as directed by engineer in charge |
| 1531 | CEMENT PLASTER (IN COARSE SAND), 20 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 1532 | Proposed Fencing |
| 1533 | Providing and fixing GI chain link fabric fencing or required width in mesh size 50x50mm includng strengthening with 2mm dia wire or uts, bolts and washers as reqired complete as per the direction of Engineer in charge. Made of G.I wire of dia 4mm, PVC coated to achieve outer dia not less than 5mm in required colour and shade |
| 1534 | Proposed Compound wall |
| 1535 | Providing and constructing compound wall using Aerocon blocks of approved make, 0.3m thickness and up to 2m height, including laying in cement mortar (1:4), curing, finishing, and all necessary scaffolding, jointing, and alignment. Work includes foundation, coping, and integration with existing infrastructure. All materials, labor, and incidental charges to be included. |
| 1536 | Make in IndiaLION Scupture |
| 1537 | Supplying, fabricating, transporting, and installing a “Make in India” Lion sculpture of approx size 1.5 m (width) × 4.5 m (length) × ), made of bronze or approved metal composite, including structural internal framework, complete surface finishing with patination or protective coating, detailed branding/lettering, and all associated design development. The sculpture shall be mounted over a custom-built RCC fountain basin (approx. 5.5 m × 2.5 m × 0.6 m), with M20 grade concrete, waterproofing, tiling with approved granite/cladding stone, and edge finishing. The water fountain system shall include submersible fountain pump set, water recycling system with filtration, plumbing with CPVC/GI pipes, nozzles (crown or vertical jet type), underwater LED lights (minimum 6 nos), overflow provision, and necessary electrical panel with automatic timer controls. Sculpture foundation to include RCC plinth , anchoring bolts, and epoxy grouting. Also includes stainless-steel branding plaque, all electrical wiring, fittings, architectural uplighting), junction boxes, control system, civil works, waterproofing, commissioning, testing, and all labour, scaffolding, tools, transport, taxes, and duties etc., complete in all respects as per approved drawing and as directed by Engineer-in-Charge. |
| 1538 | Freedom Plaza - Public Toilet Block 1 & 2 |
| 1539 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. |
| 1540 | Disposal of building rubbish / malba / similar unserviceable, dismantled orwastematerialsbymechanicalmeans,includingloading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leadsincluding all lifts involved. |
| 1541 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement Mortar |
| 1542 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/ manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 1543 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. ordinary rock |
| 1544 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 1545 | Excavating, supplying and filling of local earth (including royalty) bymechanicaltransportuptoaleadof5kmalsoincluding ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 1546 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. |
| 1547 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1548 | Providing and laying design mix cement concrete of M-25 grade, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-25 is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 1549 | All works upto Plinth Level |
| 1550 | All works above plinth level upto floor V level |
| 1551 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for, Foundations,footings,basesofcolumns,etc.formass concrete |
| 1552 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for, Lintels,beams,plinthbeams,girders,bressumers and cantilevers |
| 1553 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for, Columns, Pillars, Piers, Abutments, Posts and Struts |
| 1554 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for, Suspendedfloors,roofs,landings,balconiesandaccess platform |
| 1555 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 1556 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approvedblocklayingpolymermodifiedadhesivemortarallcomplete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). |
| 1557 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.For External Wall Surfaces |
| 1558 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).For Internal Wall Surfaces |
| 1559 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster.For RC Slab Soffits. |
| 1560 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete.SIZE OF TILE 600X600mm |
| 1561 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shadecomplete. |
| 1562 | Providingandfixing18mmthickgangsawcut,mirrorpolished,premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. completeat all levels. area of slab over 0.5sqm |
| 1563 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm |
| 1564 | Providingandapplyingplasterofparisputtyof2mmthicknessover plastered surface to prepare the surface even and smooth complete. |
| 1565 | Providingwoodwork in frames of doors, windows,clerestorywindows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fastenersof requireddia & length(hold fast lugs or dash fastener shall be paid for separately).Second class teak wood |
| 1566 | Providingandfixing ISI markedflush door shutters conformingto IS : 2202(PartI)non-decorativetype,coreofblockboardconstruction with frame of 1st class hard wood and well matchedcommercial3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 1567 | Extrafor providinglippingwith2ndclassteakwoodbattens25mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 1568 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddingin cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 1569 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :250x10 mm |
| 1570 | Providingand fixing chromiumplated brass 100 mm mortice latch and lockwith 6 leversand a pair of lever handlesof approvedqualitywith necessary screws etc. complete. |
| 1571 | Providingandfixingaluminiumextrudedsectionbodytubulartype universalhydraulicdoorcloser(havingbrandlogowith ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 1572 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. |
| 1573 | Fabrication and fixing of Aluminium Window:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up stndard tubular sectons/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS: 1285, fixing with dash fastners of require dia and size, including necessary filling up the gaps at junctions i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap bading for glazing/panelling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of engineer in charge. For fixed portion:Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 1574 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complet as per the architectural drawngs and the directions of engineer in charge. With float glass panes of 8mm thickness (weight not less than 20kg/sqm) |
| 1575 | For shutters of doors windows and ventilators including providing and fixinghnges/pivots and making provision for fixingof fittings wherever required ncluding the cost of EPDM rubber/neoprene gasket required- Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 1576 | Exhaust fans : Supply and installation of6inch x 6inch Exhaust Fans |
| 1577 | Providing and fixing louvered glass panes with aluminum frame, including EPDM rubber/neoprene gasket, aluminum snap beading, and necessary hardware.Glass thickness: 5 mmFrame: Powder-coated aluminum sections conforming to IS: 733 and IS: 1285 |
| 1578 | Providing and fixing aluminium grill (anodised transparent or dyed to require shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.p. brass/stainless steel scres @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of engineer in charge |
| 1579 | Electrical Works |
| 1580 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 1581 | Group C |
| 1582 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 1583 | 5/6 A switch |
| 1584 | 15/16 A switch |
| 1585 | 3 pin 5/6 A socket outlet |
| 1586 | 6 pin 15/16 A socket outlet |
| 1587 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 1588 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A & 15/16A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 1589 | Supplying and fixing size/modules GI box along withmodular base &cover for modular switchesin recess, etc. as required. |
| 1590 | 3 Module |
| 1591 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. |
| 1592 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 1593 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 1594 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 1595 | Supplying and fixing of following sizes of medium class PVCconduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 1596 | 20 mm |
| 1597 | 25 mm |
| 1598 | Supplying and fixing following way single pole neutral, sheet, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required ( But without MCB/RCCB/Isolator) |
| 1599 | 8 way,double door |
| 1600 | 12 way,double door |
| 1601 | Supplying and fixing following, 240 volts. \"C\" series, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 1602 | 6/32 amps, Single pole |
| 1603 | 6/32 amps, Double pole |
| 1604 | Supplying and fixing following rating, double pole, (Single phase and neutral) 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 1605 | 16/25 amps |
| 1606 | Supply & Installation of Heavy duty, armoured electrical cable with alminium conductor for working voltage upto and including 1100 volts, (Conforms to IS:1554, part-1) |
| 1607 | 16 sq. mm, 3 core |
| 1608 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size on wall surface as required. |
| 1609 | Upto 35 sq. mm (clamped with 1mm thick saddle) |
| 1610 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. |
| 1611 | 3 X 16 sq. mm (25 mm) |
| 1612 | Supply and installation of Surface Mounting LED Light (15W) (BPSLR Surface 15W LED WH RD SD) |
| 1613 | Supply and installation of Surface Mounting LED Light (9W) |
| 1614 | Supply and installation of 9\"(450mm) Exhaust Fan |
| 1615 | CP and Sanitary Fixtures |
| 1616 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. |
| 1617 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 1618 | Providing and fixing PTMT pillar cock of approved quality and colour 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms |
| 1619 | providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 1620 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge |
| 1621 | Providing and fixing PTMT Bottle Trap for Wash basin :Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms(FOR WASH BASIN) |
| 1622 | Proivide and fixingCP Two Way Bib Cock with Health Faucet |
| 1623 | PVC Nahini / Floor Trap with PVC Grating: Providing and fixing 100mm x 75mm |
| 1624 | Providing and fixingPVC\" P \" of deep trap wherever required self cleansing design with or without vent. Complete including cutting and making good the walls and floors. (110mm dia inlet and 110mm outlet ) |
| 1625 | 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. |
| 1626 | 20 mm nominal dia Pipes |
| 1627 | 25 mm nominal dia Pipes |
| 1628 | 32 mm nominal dia Pipes |
| 1629 | 40 mm nominal dia Pipes |
| 1630 | 50 mm nominal dia Pipes |
| 1631 | 65 mm nominal dia Pipes |
| 1632 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 1633 | 20 mm nominal bore |
| 1634 | 25 mm nominal bore |
| 1635 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : |
| 1636 | 50 mm nominal bore (Horizontal) |
| 1637 | 65 mm nominal bore (Horizontal) |
| 1638 | 80 mm nominal bore (Vertical) |
| 1639 | Receiving, fixing, testing and commissioning of Slim seal standard lever operated type Butterfly valve PN 16 with Bronze / Gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets and flanges conforming to IS 13095, of following sizes all complete as required. The cost shall include cost of materials, labour including lead and lift charges, all complete as per specifications65mm dia. |
| 1640 | Providing and fixing PTMT stop cock of approved quality and colour.20 mm nominal bore, 89 mm long, weighing not less than 88 gms |
| 1641 | Supply, fixing, testing and commsisioning of PVC (6kg/sq.cm) SWR quality IS 13592soilwaste pipe including all fittings shall be 13591 , Eg: Bends, tees, elbows collars, juction, inspection doors, cowls, offset acess pipes, jointing with PVC solution, in making bores punctures in slab and wall and making good of the same( Make : Finolex / Supreme / Prince or Equivalent ) |
| 1642 | 110mm dia |
| 1643 | 75mm dia |
| 1644 | Supply, fixing, testing and commsisioning PVC soilwaste pipe of Class 3 (6 Kgf/cm2) conforming to IS 4985-2000 including all fittings (IS 7834 for moulded fittings and IS 10124 for fabricated fittings), Eg: Bends, tees, elbows collars, juction, inspection doors, cowls, offset acess pipes, jointing with PVC solvent, running of pipes suspended from the ceiling with brackets and fasteners, chasing / chipping walls using groove cutting machine, making bores / core cutting in slab / beam / wall and making good of the same, cost shall include providing steel brackets, MS angle supports, Pipe supports (all MS angle supports / frames to be painted with two coats of primer) andfasterners. The cost shall include transportation, lead and lift all complete as required.50mm dia |
| 1645 | Supply, fixing, testing and commsisioning PVC soilwaste pipe of Class 3 (10 Kgf/cm2) conforming to IS 4985-2000 including all fittings (IS 7834 for moulded fittings and IS 10124 for fabricated fittings), Eg: Bends, tees, elbows collars, juction, inspection doors, cowls, offset acess pipes, jointing with PVC solvent, running of pipes suspended from the ceiling with brackets and fasteners, chasing / chipping walls using groove cutting machine, making bores / core cutting in slab / beam / wall and making good of the same, cost shall include providing steel brackets, MS angle supports, Pipe supports (all MS angle supports / frames to be painted with two coats of primer) andfasterners. The cost shall include transportation, lead and lift all complete as required.40mm dia |
| 1646 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1647 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P typeWith Sewer bricks conforming to IS : 4885 |
| 1648 | MISCELLANEOUS ITEMS |
| 1649 | Cutting Holes up to 15x15cm in RCC floors and roofs and repairing the hole after insertion of drain pipes etc. with cement concrete (1:2:4) 1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal size) including finishing complete so as to make it leak proof |
| 1650 | Receiving, fixing, testing and commisioning PVCpipesoil, waste vent pipe of Class 2 (4 Kgf/cm2) conforming to IS 4985-2000 including all fittings (IS 7834 for moulded fittings and IS 10124 for fabricated fittings), Eg: Bends, tees, elbows collars, juction, inspection doors, cowls, offset acess pipes, jointing with PVC solvent, running of pipes in the shafts / ceiling with brackets and fasteners, chasing / chipping walls using groove cutting machine, making bores / core cutting in slab / beam / wall and making good of the same, cost shall include providing steel brackets, MS angle supports, Pipe supports (all MS angle supports / frames to be painted with two coats of primer) andfasterners. The cost shall include transportation, lead and lift all complete as required |
| 1651 | 110 dia pipe |
| 1652 | 160 dia pipe |
| 1653 | 200 dia pipe |
| 1654 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.- FOR PIPES- WELLS TO CENTRAL TANK |
| 1655 | DUCTS - TRENCH |
| 1656 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil |
| 1657 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Ordinary rock) |
| 1658 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundationsetc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 1659 | Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.ByMechanical Transport including Loading,unloading and stacking- Beyond 10 km upto 20 km |
| 1660 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level :1:4:8(1 Cement: 4 coarsesand(zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1661 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cementconcretemanufacturedinautomaticbatchingplant(RMC plant) including transportation to site in transit mixer |
| 1662 | All work upto plinth level |
| 1663 | Centeringand shutteringincludingstrutting, proppingetc. and removal of form for |
| 1664 | Foundations,footings,basesofcolumns,etc.formass concrete |
| 1665 | Walls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 1666 | Suspendedfloors,roofs,landings,balconiesandaccess platform |
| 1667 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.Thermo-MechanicallyTreatedbarsofgradeFe-500Dor more. |
| 1668 | Providing and fixing in position pre-cast R.C.C. manhole cover andframe of required shape and approved quality Circular shape 560 mm internal dia |
| 1669 | Closetimberingintrenchesincludingstrutting,shoringandpacking cavities (wherever required) complete. (Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.5 m |
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