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| 1 | (Construction of Development of Miyawaki Forest). सीमांकन एवं सरेश्रण |
| 2 | मृदा परिक्षण |
| 3 | लैंडस्केप पर बनाने पर व्यय |
| 4 | मिट्टी का विश्लेशण करमिट्टी सम्वर्धन हेतु पोशक सामग्री (a). कटी घास |
| 5 | ड्रम 200 लीटर क्षमता का |
| 6 | बाल्टी |
| 7 | हजारा |
| 8 | स्प्रे मशीन |
| 9 | जीवा मृत तैयार करने हेतु सामग्री |
| 10 | गाय का गोबर |
| 11 | दाल का आटा बेसन |
| 12 | पीपल पेड़ के जल के पास की मिट्टी |
| 13 | फेंसिंग सामग्रीएंगिल आयरन 35x35x5mm 6 फिट लम्बा तथा बीच में 5 सुराख |
| 14 | सप्लाई एण्ड फिक्सिंग प्लास्टिक कोटेड जाली 5 फिट ऊंची |
| 15 | लम्बाई में कुल क्षेत्र लगभग 8.10 फिट पौधे को सहारा देने हेतु सहायक छड़ी 5 फिट लम्बाई मजबूत और आकर की। |
| 16 | जूट के धागे |
| 17 | भूमि पर 1 मीटर गहरा खुदान कार्य (S.I.No.57). |
| 18 | यांत्रित विधि से खोदी गई आधी मिट्टी को वापस ट्रैंच में डाला तथा मिट्टी का समान रूप से फैलाना।बायोमास मिश्रण का आधा भाग ट्रेंच में तथा आधा भाग मिट्टी के टिले पर समान रूप से फैलाना। |
| 19 | जे.सी.बी. मशीन से बायोमास मिश्रण कार्य। (S.I.No.362). |
| 20 | फावड़े से टिले पर छोटा सा गड्ढ़ा जिसमें पौधे आराम से बैठ सकें गड्ढ़ा खुदान। |
| 21 | पौधे के थैली को जीवामृत मिश्रित पानी के घोल में डुबाना तथा जीवामृत का पानी सोखने के बाद थैली पौधे का जीवामृत से अलग करना। |
| 22 | पौधे रोपण एवं पौधे को छड़ी से सहारा देना |
| 23 | मिट्टी के ऊंपर 5 से 7 इंच मोटी पुआल बिछाना तथा 30 खुटी गाड़कर रस्सी से बांधना जिससे पुआल उड़ न सकें। |
| 24 | सिंचाई कुल 48 बार। |
| 25 | पौधे की कीमत 3 प्रतिशत अतिरिक्तवृक्ष |
| 26 | सहवृक्ष |
| 27 | पौधे (हर्व) |
| 28 | बास, औशधीय पौधे , शोभाकर पौधेसुरक्षा श्रमिक |
| 29 | सेंपलिंग स्योरज |
| 30 | बेरिंग तथा प्रेसर पम्प |
| 31 | (Cont. of Development & Beautification of Parks/Landscape Area Including Kerb Stone Around Parks.)Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. |
| 32 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge. |
| 33 | मिट्टी डालने का कार्य (SI no 250) |
| 34 | मिट्टी ढुलाई का कार्य |
| 35 | Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth. |
| 36 | upplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). |
| 37 | Carrigae of manure upto 5 K.Μ. |
| 38 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. |
| 39 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm. refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 40 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). In rows 5 cm apart in both directions. |
| 41 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)(i) Holes 90 cm dia, and 90 cm deep |
| 42 | (ii). Holes 60 cm dia, and 60 cm deep |
| 43 | (iii). Holes 45 cm dia, and 45 cm deep. |
| 44 | Anti termite treatment by digging holes 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge. |
| 45 | Providing and stacking of Bottle palm of ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bags. |
| 46 | Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. |
| 47 | Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. |
| 48 | Providing and stacking of Ficus benjamina (green) of height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bags as per direction of the officer-in-charge. |
| 49 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), 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 wherever required complete etc. as per direction of Engineerin- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge. |
| 50 | 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 13.52.2 On concrete work. |
| 51 | (Cost. of Pathway). Excavation of foundation in ordinary soil (foam day or sand) induding lift upto 1.50 meter and lead upto 30 meter and including filing, watering and raneming of excavated earth into the trenches or into the space between the bullding and aldes of foundation trenches or into the plinth and renovel and disposal of sur-plus earth as directed by the Engineer Incharge up to a distance of 30 meters from the foundation trenches. |
| 52 | Providing and teying in position ready mixed or site batched design mix cement concrete for plein cament conante work; using coarseaggregate and fine aggregate derived from natural sources, Portland Pazzolana/Ordinary Portland Portland Sleg ce engineer-in-charge; for the following grades of concrete. M10 Grade. |
| 53 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 6 mm), induding maiding drainage opening wherever required complete etc. as per direction of Engineerin charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge. |
| 54 | Supplying and fäling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(a). For Cushion (b). For Binding. |
| 55 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic pariding 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, competing and proper embeddingArrying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plete vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping rodra sand, complete eti as per direction of Engineer-in-Charge 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 56 | (Cont. of Street Light/Post Top Lantern). Supply & feerg of 4.0 me Gl Circuler Pote of approved malce (top dia 75 mm, Bottem dia 100 mm and bass plate trom thick) having 3 mm tkness with Doutor length in 1:24 RCC foundation bolt induding the cost of foundation, excavation & beckig and Required TSP completee in all respect. |
| 57 | Supply and burying of sele earthing electrode T-19 (Hot Dip Galvanizad) length upto 3000 mm, outer G1. Pipe 78 mm, ter Pipe Dia 25, lamminal din 12mm, outer G.1. pipe of 165WG and inner GL pipe of 12 SWG with Hot Dip Galventred up to 100 micron filled with crystalline conductive mbture (CCM) having anti corrosive and conductive property with 50 Kgs activated soll (BFC) capable of reducing the soll resisthity with good mbeture of retaining capacity and ons earthing lead of 25 mm x 3 mm 0.1. strip upło switch board (from apron to switch board the cost G.L. strip wit drs Jetong with 30cm square C.L. frame with hinged over & masonry hualneg. |
| 58 | Supply and laying of stuminum conductor PVC insulted armoured served sheathed cables 1100 Volta grade at a depth of 750 mm below ground level over a cushion of 75 mm thick send all around and protected with bumt bricks on sides and on top. On surface the cable run shall be thed on M.S damps ate of suitable size or as directed by the Engineer-incharge, complete in a respect The armouring of the cable shall be property connected with the earth conductor by clamps etc. 16 Sq.m mm 4 cors. |
| 59 | Wiring for arculty submain wiring alongwith earth wire with the following stzes of FRLS PVC naulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. 1.5 Sqmm 2 core. |
| 60 | Supply and fibang following capacity of automatic street light cubicle control panel painted with ans corrosive alkall and acid proof paint consisting of time switch TSO 100 series with contactore, HRC tuses, isolating switch metering instrument & instrument box with box with CTs etc. in case of TPN completo in all respect. 40 ATPΝ. |
| 61 | Supply and fing of plain or pin type copper tin plated cable socket (lug) to the cable leads insulating with tape and making connection etc. complete in all respect ss per direction of the Engineer-Incharge. Size 16 Sq mm |
| 62 | Supply and erection of factory fabricated and wired metal dad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc, complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for emmeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic aluminimum busbars as per ISB623 ishanin with heat shrink sleeving and mountered on non hygroscopic supports such as CMC/DMC support with deleechable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes reverse entary boxes in case of pedestand type, cable sockets, compression glands and indicating tamp an incoming etc. The job includes the grounting of the board as per direction of Engineerin Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre cument transformers and selector switches and Instrument fussa etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1,6 mm/2 mm. Cubicle type switch board shall be of ost A B & Bil and pedestal type for Cat-B and Canly.(a). 63 Amp. TNP. 2 Nos.(b). Cat. B Cubicle Type. |
| 63 | upply and fixing of decorative 40 to 45 Wutt LED Post top indirect light luminaire having Pressure die cast aluminium body and Clear glass with driver set confirming to IP 85 and above protection Complete in all respect. CAT-AAA |
| 64 | (Cost Of High Mast Ligh On 12 MT Pole). Supply and foxing of 12.5 mtr High mast Pole of approved make with rising system, hot dip Galvanized inside & outside having pole sheet thickness 3mm, top minimum 100mm, bottom dia minimum 310mm, base plate 25mm thick, suitable for wind velocity as per IS 875 part 3. & having no circumferential weld, with ncoessories for high mast such as head frame suitable for 6 luminaries & its control gear boxes, 0.75 HP Power tool motor. 3 point suspension system with steel wire rope 6mm dia, double drum winch Including making suitable Foundation 05 manufacture drawing & site requirement along with foundation bolts, nuta, washers anchor plates etc Complete in all respect as per direction and satisfaction to the Engineer-in-charge. (top dia 10 mm, Bottom dia 200 mm and base plate 20mm thick) |
| 65 | Supply and burying of safe earthing electrode T-19 (Hot Dip Galvanized) length upto 3000 mm, outer G.I. Pipe 76 mm, Inner Pipe Dia 26 terminal dia 12mm, outer G.I. pipe of 16SWG and inner G.l. pipe of 12 SWG with Hot Dip Galvanized up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive and conductive property with 50 Kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of 25 mm x 3 mm G.I. strip upto switch board ( from apron to switch board the cost G.I. strip will extra )along with 30cm square C.I. frame with hinged over & masonry husing. |
| 66 | Supply of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following sizes as required complete with in all respect.25Sq.mm 4core. |
| 67 | Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge.(Size.25 Sq.mm x3.5core. |
| 68 | 5 Supply and fixing of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge.Size 25 Sq.mm |
| 69 | Supply and laying of 32mm x 6mm copper strip from earth electrode directly in the ground as required complete in all respect. |
| 70 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required. |
| 71 | Supply and fixing of Of BVP485 LED 560 CW NB PSU SPU GR (Philips) |
| 72 | Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with box with CTs etc. in case of TPN, complete in all respect. 40 A TΡΝ |
| 73 | 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. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 74 | S/F of 32 Amp. 415 V metal clad TPN rewireable type switch fuse unit M.D.F.E.G./Teak wood board complete in all respect. Encloser Box |
| 75 | (Cost. Of Seating Cahir). SEATING CHAIR (R.C.C. Or sandstone benches of 3 seater size (6'-0\\"x2'-6\\") of premium quality with ornamentation work. |
| 76 | (Cost. Of Sintex Dustbin with Stand). SINTEX DUSTBINS WITH STAND Size 60 Lit. Material PVC Colour Green and Blue. |
| 77 | (Cost. Of Signages). Providing & fixing of Double side indicator made of M.S. Sheet 5 mm thick on S.S. Pole 33.4 mm dia (OD) 2.5 mt high. |
| 78 | Providing & fixing of Single side indicator made of M.S. Sheet 5 mm thick on S.S. Pole 33.4 mm dia (OD) 2.5 mt high. |
| 79 | Cost of Retrof reflective sign (Miyawaki) (As per specification attached). |
| 80 | (Cost. Of M.S. Gate). Demolishing brick work manualy by mechanical meanns including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 81 | 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. |
| 82 | Earth work in excavation in renches for foundation pipes, cable etc in ordinary sol (Loam clay or sand) Inicuding lift upto 1.5 Mt. lead upto 30mt, and dressing of sides and rammings of bottom and disposal of surplus excavated earth as directed by the engineer. |
| 83 | Providing and laying of cement concrete in base exckiding the cost of centring and shuttering by 1:4:8 (1 cement: 2 coarse sand: 4 gradded stone aggregae 20 mm nominal size) |
| 84 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement: 1.5 coarse sand (zone-ill) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C.work in footing. |
| 85 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement: 1.5 coarse sand (zone-lll) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C.work in beams. |
| 86 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5.3 [1 cement:1.5 coarse sand :3 stone aggregate) in lintels of doors and windows excluding supply of reinforcement and its fading and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20 R.C.C. work in Column. |
| 87 | 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 1:1.5:3 (1 cement: 1.6 coarse sand: 3 graded stone aggregate 20 mm nominal size) R.C.C.work in column |
| 88 | First Class brick work in 1:6 cement and coarse sand of 1.25 F.M. mortar in foundation and plinth including supply of all materiais, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand). |
| 89 | Steel work 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 90 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 91 | Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, H gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc, required for proper completion of the work. |
| 92 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 Itr/ 10 sqm over and including priming coat of exterior primer appiled @ 2.20 kg/10 sqm). |
| 93 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 94 | Providing and laying in Cement concrete 4:2:1 of not less than strength of 150 (20 mm nominal size grit) Ratio 2 approved coarse sand ratio 1 Cement.and curing complete, including cost of form work in foundation and floors. |
| 95 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:(a). Foundations, footings, bases of columns, etc for mass concrete. |
| 96 | (b). Columns, pillars, piers, Abutments, Posts and Struts. |
| 97 | (c). Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 98 | (Cost. of Gate for Miyawaki Forest). Earth work in excavation in trenches for foundation pipes, cable etc in ordinary sol (Loam clay or sand) inicuding lift upto 1.5 Mt. lead upto 30mt, and dressing of sides and rammings of bottom and disposal of surplus excavated earth as directed by the engineer. |
| 99 | Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:4:8 (1 cement: 2 coarse sand: 4 gradded stone aggregae 20 mm nominal size). |
| 100 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C.work in footing. |
| 101 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 [1 cement: 1.5 coarse sand :3 stone aggregate) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20 R.C.C. work in Column. |
| 102 | Steel work 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 103 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 104 | Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. |
| 105 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:.(a). Foundations, footings, bases of columns, etc. for mass concrete. |
| 106 | (b). Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 107 | (Cost. of C.C. Grouting of Fenching). Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 108 | Concrete of M15 grade with minimum cement content of 240 kg/cu.m C.C. Bed. Please Enable Macros to View BoQ information |
