Jharkhand Police Housing Corporation Limited has published Tender For Construction Of Boundary Wall 06 At I.R.B 9, Giridih In The District Of Giridih. Submission Date for this Tender is 20-02-2024. Wall Construction Tenders in giridih Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Building Works |
| 2 | 5.1.1 Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 3 | 2.7.3 D.S.R 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. Hard rock (blasting prohibited) |
| 4 | 5.1.10 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/I (Mode of measurement compacted volume) |
| 5 | 5.6.1 Providing designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I |
| 6 | 5.3.1.2 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand (zone -III ) : 4 graded stone aggregate 20 mm nominal Size) |
| 7 | 5.3.1.1 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone -III ) : 3 graded stone aggregate 20mm nominal Size) |
| 8 | 5.3.17.1 Centering and Shuttering including strutting, propping etc. And removal of form for Foundation, footing, bases of column, etc. For mass concrete |
| 9 | 5.3.10 R.C.C. Work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, column, pillars, piers, abutments, posts and stru etc. Above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III ) : 3 graded stone aggregate 20 nominal size) |
| 10 | 5.3.17.6 Centering and Shuttering including strutting, propping etc. And removal of form for Column, Pillars, Piers, Abutments, posts and Struts |
| 11 | 5.3.11 R.C.C. Work in beams, suspended floors, roofs having slope upto 15° landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III ) : 3 graded stone aggregate 20 nominal size) |
| 12 | 5.3.17.21 Centering and Shuttering including strutting, propping etc. And removal of form for Lintel, beams. Plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick |
| 13 | 5.2.14 Providing designation 75 A brick work in C.M. (1: 6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 14 | 5.2.50 Poviding designation 100A brick work with fly ash lime brick (FLAG) conforming to IS 12894-1990 (9"X4.5"X3") in Cm (1:3) in superstructure with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 15 | 5.7.3 Providing 12mm thickcement plaster (1:6) with clean coarse sand of F.M 1.5 on inside wallincluding screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 16 | 5.5.4 Providing Tor steel reinforcement of 8 mm dia rods as perapproved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I. (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) |
| 17 | 5.5.5 Providing Tor Steelreinforcementof 10mm , 12 mm & 16 mm dia bars as perapproved design and drawing excluding carriage ofbars to work site, cutting bending and bindingwith annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specificationand direction of E/I |
| 18 | 5.5.5 12 mm -20mm (TMT coil Fe 500) (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) |
| 19 | DSR13.46.1 Finishing walls with Acrylic Smooth 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 @ 2.20 kg/ 10 sqm) |
| 20 | Material + 10% C.P. Supplying M.S. Angle Post 50 x 50 x 6mm Size as perbuilding specification and direction of E/I. |
| 21 | 5.5.24 Labour for cutting of M.S. angle iron post to required length& fixing in column , one end spitted as fishtailed in length of 150mm complete as per building specification & direction of E/I. |
| 22 | 5.5.23 Drilling 6 mm dia holes M.S. angle iron for fixing of staples etc. as per building specification & direction ofE/I. |
| 23 | DSR 16.53 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 24 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. |
| 25 | Brick ( 1k+19p) =20 km |
| 26 | Local Sand (3 Km) |
| 27 | Coarse sand (1k+4p=5 km) |
| 28 | Stone chips (1k+12p=13 km) |
| 29 | Cement ( 15 KM.) |
| 30 | Steel ( 15 KM.) |
| 31 | Add 18% GST |
| 32 | Add 1% Lebour Cess |
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