Urban Development Department-UDD has published Construction Of Two Cloth Changing Room, Boundary Wall, Colour And Installation Of Two High Mask Light In Murli Bagicha Talab In Ward No 19. Submission Date for this Tender is 03-11-2021. Street Lighting Tenders in Gumla Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Construction of Two Nos. Cloth Change Room and Boundary Wall Painting,constr.Of shed And install high mast light in ward no 19 under GumlaNagar Parishad , Gumla. |
| 2 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item -A ) and disposal of excavated earth as obtained to a distance up to 50 M. including all lift , leveling ramming the foundation trenches , removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I |
| 3 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l. (Mode of measurement compacted volume) |
| 4 | Providing designation 75A one brick flat soling in foundation, joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I |
| 5 | Providing P.C.C. M-150 with nominal mix of (1:2:4)in foundation with approved quality of stone metal(50 mm to 40 mm size) graded and local river sand washed and screened including screening, shuttering, mixing cement concrete in mixer and placing in position , vibrating, striking, curing, taxes, and royalty all 59complete as per specification and direction of E/I |
| 6 | Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, (but excluding the cost of reinforcement) taxes, and royalty all complete as per specification and direction of E/I |
| 7 | Providing RCC M- 200 with nominal mix of (1:1.5:3) in column with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM 2.5 to 3 including screening, Centering, shuttering mixing cement concrete in mixer and placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per specification and direction of E/l. |
| 8 | Providing designation 75A brick work in C,M, (1:6) in foundation and plinth with approved quality of coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materialsraking outjointstom15mm |
| 9 | depth, curing, taxes and royalty all complete as per building specification and direction of E/l. |
| 10 | Providing designation 75A brick work in C,M, (1:6) in superstructure and plinth with approved quality of coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, scaffolding, raking out joints to m15mm depth, curing, taxes and royalty all complete as per specification and direction of E/l. |
| 11 | Providing centering and shuttering including strutting propping etc. and its removal after use in foundation work as per specification and direction of E/I |
| 12 | Providing and fixing fan hook of 16mm dia M.S. bar 1 meter long bent to required size and shape placed in position and fixed in R.C.C slab/beam at the time of casting all complete as per building specification and direction of E/l. (where material is not supplied by dept.) |
| 13 | Earth Filling in foundation trenches and plinth in layers not exceeding 150mm thick well-watered, rammed, fully compacted and fine dressed with earth obtained |
| 14 | Supplying fitting and fixing 20guage G.C.I. sheet Gate (Door & Window) fitted on M.S. angle frame of size 60x60x6mm Including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in p.c.c. (1:2:4) blocks of required size applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/l. |
| 15 | Supplying, fitting and fixing MS grill made of 20x6mm MS flat as per approved design and drawing properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site hoisting as per building specification and direction of E/l. (where materials is not supplied by the dept.) |
| 16 | Providing tor steel reinforcement of 8mm 10 mm & 12 mm 16 mm & 20mm dia bar as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending, and binding with annealed wire with cost of wire removal of rust placing the rod in position all complete |
| 17 | (a)8mm = 0.50x0.942 = 0.491MT |
| 18 | (b)10mm dia Rods 30% = 0.30x2.439 = 0.7317 |
| 19 | © 12mm dia = 0.50x0.942 = 0.491MT |
| 20 | 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 on20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with whitecement and matching pigments etc., complete. |
| 21 | Providing 6mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/l. |
| 22 | Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete job as per specification and direction of E/I |
| 23 | Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding curing and taxes all complete as per building specification and direction of E/l. |
| 24 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning removing rust dirt scales smoke and grease and cleaning the surface thoroughly including cost of scaffolding and taxes al complete as per building specification and direction of E/l. |
| 25 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly specification and taxes all complete as per building specification and direction of E/l. |
| 26 | CARRIAGE OF MATERIALS |
| 27 | i) Bricks (8 Km) |
| 28 | ii) Sand (lead 18 Km) |
| 29 | iv) Stone Chips (lead 8 Km) |
| 30 | v) Cement + Steel (lead 2Km) |
| 31 | High Mast Light |
| 32 | Supply with transportation at site of polygonal shape 12.5 mtr. High mast pole (BPP/Utkarsh) with its accessories. Mast shaft shall be in two section, made from H.T. Steel of grade BSEN10025, S355JO hot dip galvanized and suitable for wind speed 180 km/hr as per IS 875. It should also include acc. for Hight mast including head fame, two continues steel wire rope mm ( Grade AISI 316), tailing cable,, double drum winch galvanized lantern carriage arrangement suitable for 6 nos. luminaries installation symmetrically and its control gear box, motor, manual operating handle, motor mounting plate, L stapler , Lightening arrester , Junction box, including foundation acc. the mast shall have an intigral power tools installed inside the base compartment for its operation. Luminaries wiring martials including in the mast supply price. Technical Specification. Bottom 340 mm, top- 150 mm thick, 3mm (bottom and top both) section - 2nos, length 6500 mm (Bottom), Baseplate 540 mm dia, baseplate thickness- 25 mm. hole dia- 26 mm, foundation bolt size 24 mm dia Bolt length 850 mm, No of hole 6 nos. Foundation bolt 6 nos. Wire rope 6mm SS 304 grade |
| 33 | Construction of suitable shallow foundation with 1:2:4 or M20 grade concrete for the high mast considering the safe soil bearing capacity at site as 10T/sqm. At 2X2 mit. Depth with all materials and labour charges (as per drawing) |
| 34 | Erection of 12.5 m high mast with all acc with the help of suitable equipment’s or with the help of modern engineering practices |
| 35 | Supplying and erection of LED aviation obstruction light Lumainair (Bajaj 110731) |
| 36 | Supplying and fixing double door MS feeder pillar box with near the high mast tower |
| 37 | Providing the followingcomponent(switching acc.) inside the fidder pillar including internal wiring all. Complete for automatic, timely OFF/ON for operating of (6 to 8 nos) 180 LED lighting fitting. i) 63 A 4 pole MCB isolater 1 no. ii) 240 V contractor- 1 no. iii) Day dial timer (GIC)- 1 no iv) By pass switch- 1 no v)Outlet Terminal - 2 nos. vi) Starter for motor operation (Forward and Revers direction)- 1no |
| 38 | SupplyofLEDfloodlightfixture(CG/Model- LSFO- 150 W- CLD/60 or Surya Make 180 W) |
| 39 | Supplying and erection of Earthing station with 50 mm dia. GI pipes 3.65 mm thick, 3M long and 1no. 4 SWG G.I wire 4 M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection, to be field with bitumen, partly underground and partly above above ground level driven to an average depth 3.65 m below the ground level including excavation of soil |
| 40 | Page no- f-2/1 Supplying and drawing 4 core 10 sqm pvc insulated and sheathed alluminium conductor armored cable through under ground |
| 41 | Page no -D1/1 Supplying and fixing 32A, 450 TPN main switch on iron frame on wall and making connection (Slandered make) |
| 42 | S&F 32A Kit kat fuse on wooden board |
| 43 | Add 12 % GST |
| 44 | Adding Labour Cess @ 1% of Estimated Cost |
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