Rural Development Department has published Tender For Development Of Jahersthan Boundary Wall, Arts And Cultural Bhawan, Street Light At Kadma , Jamshedpur. Submission Date for this Tender is 03-06-2023. Wall construction Tenders in jamshedpur Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Boundary Wall |
| 2 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and distance upto 50M. Including all lifts, levelling, ramming the foundation trenches, removing roots of trees , shurbs all complete as per approved design, building specification and direction of E/I Extra for earthwork in hard soil as per specification and direction of E/I (vide classification of soil item- B) |
| 3 | Prviding coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour royalty and taxes all complete as per building specication and direction of E/l |
| 4 | Providing designation 75b one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. |
| 5 | Providing and laying in position cement conrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level: M15 1:2:4(1 cement : 2 coarse sand 9zone-lll ) :3 graded stone aggregate 20 mm nominal size) |
| 6 | 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. M-20 (1:1.5:3, 1 cement :1.5 coarse sand zone -III :3 graded stone aggregaate 20mm nominal size.) |
| 7 | Reinforced cement concrete work in walls (any thickmess), including attached pilasters, buttresses, plinth and steung 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. M-20 (1:1.5:3, 1 Cement : 1.5 coarse sandzone-III :3 graded stone aggregare 20 mmnominal size.) |
| 8 | Providingdesignation 75B Brick work in C.M.(1:6) in superstructurewith approved quality of clean coarse sand of F.M.2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, raking out jionts to 15mm depth curing, taxes and royalty all comple as per building specification and direction of E/I. |
| 9 | 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 as per building specification and direction of E/I. |
| 10 | Providing Tor steel reinforcement of 10mm, 12mm & 16mm dia bar as per approved deige and drawing with cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. Q =as per item no. 5 Q =as per item no. 6 Cost @ 3.5 kg / cft. |
| 11 | (a) 8 mm Q =25% of 0.962 M.T |
| 12 | (b) 10 mm Q =25% of 0.962 M.T |
| 13 | (c) 12 mm Q =50% of 0.962 M.T |
| 14 | Centering and shuttering including strutting,propping etc. And removal of form forFoundation Footing, Bases of Columns, etc. for mass Concrete. ProvidingShuttering, Centring in Foundation. -Do- E/I. |
| 15 | Centering and shuttering including strutting,propping etc. And removal of form forColumns, Pillars, Piers , Abutments, Post and Struts. Providing Centring and Shuttering in Column. |
| 16 | Centering and shuttering including strutting,propping etc. And removal of form for Lintel, Beams, Plinth beams girders, bressumers, andcantilevers.Providing centering , shuttering in beams. DoE/I. |
| 17 | Earth filling infoundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earthobtainedfrom excavation offoundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I.(mode of measurement compacted volume) |
| 18 | Providing two coats of snowcem 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/I. |
| 19 | Carriage of Materials :- (a) Cement (av. 10km.) |
| 20 | (b) Steel (av 10 Km) |
| 21 | (c) Sand (av 21p + 1k.) |
| 22 | (d) Aggreegate(av 35p +1k) |
| 23 | (e) Bricks(1k. + 15 P) |
| 24 | Supplying , fitting and fixing M.S Grill gate with M.S grill made of 20 x 6mm M.S. flats or 16 mm. M.S square bars fitted on 25 x 25 x 6 mm . M.S angle frame- do -( when steel is not supplied by by the deptt.) Gate - 1x 5" x 7"-0""=35 sft @ 3.5kg /sft |
| 25 | Providing two coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface throughly , scaffolding and taxes all after removing dirt including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I. 2x as per qty item no 17 |
| 26 | Main Gate Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and distance upto 50M. Including all lifts, levelling, ramming the foundation trenches, removing roots of trees , shurbs all complete as per approved design, building specification and direction of E/I Extra for earthwork in hard soil as per specification and direction of E/I (vide classification of soil item- B) |
| 27 | Prviding coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour royalty and taxes all complete as per building specication and direction of E/l |
| 28 | Providing designation 75b one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. |
| 29 | Providing and laying in position cement conrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level: M15 1:2:4(1 cement : 2 coarse sand 9zone-lll ) :3 graded stone aggregate 20 mm nominal size) |
| 30 | 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. M-20 (1:1.5:3, 1 cement :1.5 coarse sand zone -III :3 graded stone aggregaate 20mm nominal size.) |
| 31 | Reinforced cement concrete work in walls (any thickmess), including attached pilasters, buttresses, plinth and steung 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. M-20 (1:1.5:3, 1 Cement : 1.5 coarse sandzone-III :3 graded stone aggregare 20 mmnominal size.) |
| 32 | Providingdesignation 75B Brick work in C.M.(1:6) in superstructurewith approved quality of clean coarse sand of F.M.2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, raking out jionts to 15mm depth curing, taxes and royalty all comple as per building specification and direction of E/I. |
| 33 | 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 as per building specification and direction of E/I. |
| 34 | Providing Tor steel reinforcement of 10mm, 12mm & 16mm dia bar as per approved deige and drawing with cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. (a) 8 mm Q =20% of 1.060 M.T |
| 35 | (b) 10 mm Q =40% of 1.060M.T |
| 36 | (c) 12 mm Q =40% of 1.060M.T |
| 37 | Centering and shuttering including strutting,propping etc. And removal of form forFoundation Footing, Bases of Columns, etc. for mass Concrete. ProvidingShuttering, Centring in Foundation. -Do- E/I. |
| 38 | Centering and shuttering including strutting,propping etc. And removal of form for Lintel, Beams, Plinth beams girders, bressumers, andcantilevers.Providing centering , shuttering in beams. DoE/I. |
| 39 | Centering and shuttering including strutting,propping etc. And removal of form for Lintel, Beams, Plinth beams girders, bressumers, andcantilevers.Providing centering , shuttering in beams. DoE/I. |
| 40 | Earth filling infoundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earthobtainedfrom excavation offoundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I.(mode of measurement compacted volume) |
| 41 | Providing two coats of snowcem 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/I. |
| 42 | Carriage of Materials :- (a) Cement (av. 10p) KM |
| 43 | (b) Steel (av 10P)KM |
| 44 | (c) Sand (av 21p + 1k.)KM |
| 45 | (d) Aggreegate(av 35p +1k) KM |
| 46 | (e) Bricks(1k + 15 P) KM |
| 47 | Supplying , fitting and fixing M.S Grill gate with M.S grill made of 20 x 6mm M.S. flats or 16 mm. M.S square bars fitted on 25 x 25 x 6 mm . M.S angle frame- do -( when steel is not supplied by by the deptt.) Gate - 1 x 12" x 8"-0""=96.00 sft |
| 48 | Providing two coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface throughly , scaffolding and taxes all after removing dirt including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I. |
| 49 | CIVIL WORK Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil itemA) 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. |
| 50 | Providing coarse clean sand in filling in 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) |
| 51 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 52 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 53 | 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): 3 graded stone aggregate 20 mm nominal size) |
| 54 | 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 : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 55 | Reinforcedcementconcreteworkinbeams,suspendedfloors,roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 56 | Providing designation 75B brick work inC.M (1:6 ) in foundation and plinth 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 , curring , taxes and royalty all complete as per builiding specification and direction of E/I. |
| 57 | 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. |
| 58 | Providing designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, carriage of materials, scaffolding , raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I. |
| 59 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) |
| 60 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. (a) 10mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)} |
| 61 | (b) 12 mm to 32 mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)}) |
| 62 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 63 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 64 | Supplying, 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/I. (where materials is not supplied by the deptt.) |
| 65 | Supplying, fitting and fixing 20 guage G.C.I. Sheet gate 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/I. |
| 66 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) |
| 67 | Supplying, fitting and fixing collapsible gate of approved size and make properly fabricated with vertical double channels 20 x 10 x 2mm at 100mm centers and braced with M.S. flat diagonals 20 x 3mm with top and bottom rails of T.iron 40 x 40 x 6mm with 38mm dia steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of red lead paint, car riage, hoisting and taxes all complete as per building specification and direction of E/I. |
| 68 | Supplying, fitting, and fixing M.S. Grill made of 20X6mm M.S. Flate 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/I. (where materials is not supplied by the deptt.) |
| 69 | Providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointing with white cement including rubbing, polishing and cost of curring taxes and royalty all complete as per building specification and direction and E/I. With commercial grade colour |
| 70 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 71 | Providing and laying Doublecharge vitrified floor tiles in different sizes(thickness to be specified by the manufacturer) with water absorptionless than 0.08% and conforming to IS: 15622 / ISO 13006 of approvedmake, 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/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm . |
| 72 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 73 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 74 | Providing 12mm 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 as per building specification and direction of E/I. |
| 75 | Providing 6mm cement plaster (1:4) in celling 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/I. |
| 76 | 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. |
| 77 | 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. |
| 78 | Providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by the rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification and direction of E/I. inner+celling-C Of5.7.3 |
| 79 | Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/I. outer paint(External) 5.7.3 (A-C) |
| 80 | Providing two coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface throughly , scaffolding and taxes all after removing dirt including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I. |
| 81 | Providing and fixing on wall face 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, (i) Single socketed pipes. 75 mm diameter |
| 82 | Supplying fitting and fixing 40mm high vitreous white glazed earthen E.W.C. With "P" trap of parry hindustan or any other approved I.S.S. Make including supplying and fixing 15 litres C.I. Mosquito proof low down flushing cistern of approved make with complete fittings With C.I. handle and R.S. or bracket with telescope flush pipe with brass coupling and plumbers joints spindle stop cock of approved uality weight not less than 450grams 15mm P.V.C. alkathene pipe 45cm long with brass coupling at both ends and white/ black plastic solid state seal and lead of commander/cuckoo or other I.S.S. make with hinges or screws etc. painting pipe and cistern etc. with 2 coats of approved pain over a coat of red oxide priming all complete as per specification and direction of E/I. (i) With "P" trap (b) 12.5 lit. Low level PVCCistern |
| 83 | Supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of parry or Hindustan or any other I.S.S. Approved make supported on painted C.I. Or R.S. Bracket 32mm C.I. Brass waste, 15 mm dia C.I. Body brass spindle stop cock of approved quality of weight not less than 350 grams, 32mm P.V.C. waste pipe 750mm long with brass coupling at one end and making plunber joints etc. all complete as per specification and direction of E/I. |
| 84 | Labour for laying, fitting and fixing NP2 R.C.C. Spun pipe with collars in lines, level and grade and providing zapproved jointing materials and joints properly filled to make them leak proof including providing sight rails, bonning rod, night guard, Red light and barrier etc. all complete as per specification and direction of E/I. 150mm dia R.C.C. Spun pipe upto 3.0 metre depth of invert below G.L. 150mm dia RCC spun pipe |
| 85 | Carriage of materials Brick -(1k+15p) |
| 86 | sand-(21p+1k) |
| 87 | Chips-(35p+1k) |
| 88 | cement+steel 10p |
| 89 | SEPTIC TANK Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil itemA) 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. All Kinds of soil |
| 90 | Providing coarse clean sand in filling in 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) |
| 91 | Providing designation 75B brick work inC.M (1:6 ) in foundation and plinth 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 , curring , taxes and royalty all complete as per builiding specification and direction of E/I. |
| 92 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 93 | Foundations, footings, bases of columns, etc. for mass concrete |
| 94 | 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): 3 graded stone aggregate 20 mm nominal size) |
| 95 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 96 | 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): 3 graded stone aggregate 20 mm nominal size) cover slab |
| 97 | Suspended floors, roofs, landings, balconies and access platform |
| 98 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) 8 mm dia |
| 99 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 100 | Providing 12mm cement plaster (1:3) 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/I. celling beam top & celling plaster |
| 101 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. |
| 102 | Carriage of materials Brick -(1k+15p) |
| 103 | sand-(21p+1k) |
| 104 | Chips-(35p+1k) |
| 105 | cement+steel 10p |
| 106 | SOAK PIT Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil itemA) 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. All Kinds of soil(pie/4xdxd)xdepth |
| 107 | Providing coarse clean sand in filling in 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) |
| 108 | Providing designation 75B brick work inC.M (1:6 ) in foundation and plinth 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 , curring , taxes and royalty all complete as per builiding specification and direction of E/I. piexdxthk.xdepth |
| 109 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) piexdxthk.xdepth |
| 110 | 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): 3 graded stone aggregate 20 mm nominal size) |
| 111 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 112 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) 8 mm dia |
| 113 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 114 | Carriage of materials Brick -(1k+15p) |
| 115 | sand-(21p+1k) |
| 116 | Chips-(35p+1k) |
| 117 | cement+steel 10p |
| 118 | BORING HYDT: cost of drilling 200mm x 165mm x 125 meter deep borewell in all kinds of soil and rock in rural area for installation of pump set with hydraulic DTH ring machine all complete including supplying all materials tools drilling rig Air Compressor and equipment as well as fuel, lubricants and cost of transportation of ring machine and other vehicles up to the site basic rate (a) From 0.00 M to 50.00 M below G.L |
| 119 | (b) From 51.00 M to 125.00 M |
| 120 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge 200 mm nominal size dia |
| 121 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 122 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia |
| 123 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp |
| 124 | FR PVC Insulated 3 Core 4 Sqmm copper wire |
| 125 | GI Pipes ( Tata Mark or Equivalent ) as per IS -1239 ( Part -01) 2004 ISI Marked / Medium Quality 40 mm dia |
| 126 | SOLAR Providing and supplying in standard length High density polyethylene pipe (HDPE Pipe ) confirming to IS 4984 / 14151 /12786 / 13488 ( Latest revisison with necessary jointing material like mechanical connector i.e thread /insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler / special and taxes Note :- The rate for at wosksite in Jharkhand including Royalty , Inspection Charges and other taxes but excluding GST & CP. HDPE Pipe of Materials grade PE80-PN06 ( dia in mm ) 63 mm dia |
| 127 | 50 mm dia |
| 128 | 32 mm dia |
| 129 | 25 mm dia |
| 130 | Polythene Water strage Tank of Mark with cover and suitable locking system in double layer confirming to IS : 12701-1996 with latest revision |
| 131 | Supplying labour and tools for fixing C.I. Pipes with red lead and yarn of following nominal bore with screwed and socketted joints on wall , celling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-charge.(Pipe with socket to be supplied departmentally free of cost). (i) 15mm dia nominalbore G.I. Pipe |
| 132 | Supplying and fixing G.I. Fitting of approved make all complete as per specification and direction of E/I. (1) Elbow (a) 15mm dia |
| 133 | (3) REDUCING SOCKET (b) 20mm dia |
| 134 | (4) Nipple (a) 15mm dia |
| 135 | (8) SOCKET (a) 15mm dia |
| 136 | Supplying and fixing of G.M. Ferrule of approved make in existing C.I. Main includingdrilling and tapping C.I. Main all complete as per specification and direction of Engineer-in-Charge. (i) 3mm,6mm,10mm dia ferrule weight not less 425 gms. |
| 137 | Providing and fixing Gun metal full way valve of approved quality, all complete as per specification and direction of E/I. (e) 40mm dia and weight not less than 1.0Kg. |
| 138 | (f) 50mm dia and weight not less than 1.5kg. |
| 139 | Providing and fixing male ended 15mm dia brass bib cock of approved quality(Wt. Not less than 350gms.)with extra socket all complete as per specification and direction of E/I. |
| 140 | ELECTRICAL WORKS -INTERNAL Point wiring in PVC consuit, with piano type switch - Wiring for light point/exhaust fan point/call bell point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit, piano type switch, phenoliclaminated sheet with suitable size PVC/G.I. box etc. as required Group C |
| 141 | S/F light plug point with modular type accessories - Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc. as required . (For light plugs to be used in non residential buildings) |
| 142 | S/F power plug point with Modular type accessories - Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface of in recess including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular switch connection, painting etc. as required. (For light plugs to be used in non residential buildings) |
| 143 | Circuit/submain wiring in PVC conduit - Wiring for Circuit/submain wiring along with earth wire the following sizes of FR PVC insulated copper conductor, single core cable in surface/recessed PVC conduit as required. |
| 144 | 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. earth wire |
| 145 | 2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. earth wire |
| 146 | S/F "C" series, MCB - Supplying and fixing 6 amps to 32 amps rating, 240 volts, 10kA, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as required. |
| 147 | 6/32 amps, Single Pole |
| 148 | 40 amps, TPN |
| 149 | S/F ceiling rose - Supplying and fixing 2 pin 5 amp ceiling rose on the existing junction box/wooden block including connection etc. as required. |
| 150 | ITC fluorescent fitting directly on surface - Installation, testing and commissioning of Pre-wired, fluorescent fitting/compact fluorescent fitting of all type, complete with all accessories and tube etc. directly on wall, including connection with 1.5 sq.mm. FR PVC insulated, copper conductor single core cable and earthing etc. as required. |
| 151 | S/F Batten holder -Supplying and fixing batten/angle holder including connection etc. as required. |
| 152 | Supply, Installation, Testing and Commissioning of following size fan 3 Blades confirming to IS:374:2019 including wiring the down rods of stranded for 230 V 50 Hz, single phase supply etc. complete as required 1200mm (48") Ceiling Fan |
| 153 | R.C.C BRACINGWITH GRILL Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and distance upto 50M. Including all lifts, levelling, ramming the foundation trenches, removing roots of trees , shurbs all complete as per approved design, building specification and direction of E/I Extra for earthwork in hard soil as per specification and direction of E/I (vide classification of soil item- B) |
| 154 | Prviding coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour royalty and taxes all complete as per building specication and direction of E/l |
| 155 | Providing designation 75b one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. |
| 156 | Providing and laying in position cement conrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level: M15 1:2:4(1 cement : 2 coarse sand 9zone-lll ) :3 graded stone aggregate 20 mm nominal size) |
| 157 | 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. M-20 (1:1.5:3, 1 cement :1.5 coarse sand zone -III :3 graded stone aggregaate 20mm nominal size.) |
| 158 | Reinforced cement concrete work in walls (any thickmess), including attached pilasters, buttresses, plinth and steung 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. M-20 (1:1.5:3, 1 Cement : 1.5 coarse sandzone-III :3 graded stone aggregare 20 mmnominal size.) |
| 159 | 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 as per building specification and direction of E/I. |
| 160 | Providing Tor steel reinforcement of 10mm, 12mm & 16mm dia bar as per approved deige and drawing with cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. Cost @ 3.5 kg / cft. |
| 161 | (a) 8 mm Q =25% of 0.916 M.T |
| 162 | (b) 10 mm Q =25% of 0.916 M.T |
| 163 | (c) 12 mm Q =50% of 0.916 M.T |
| 164 | Centering and shuttering including strutting,propping etc. And removal of form forFoundation Footing, Bases of Columns, etc. for mass Concrete. ProvidingShuttering, Centring in Foundation. -Do- E/I. |
| 165 | Centering and shuttering including strutting,propping etc. And removal of form forColumns, Pillars, Piers , Abutments, Post and Struts. Providing Centring and Shuttering in Column. |
| 166 | Centering and shuttering including strutting,propping etc. And removal of form for Lintel, Beams, Plinth beams girders, bressumers, andcantilevers.Providing centering , shuttering in beams. DoE/I. |
| 167 | Earth filling infoundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earthobtainedfrom excavation offoundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I.(mode of measurement compacted volume) |
| 168 | Providing two coats of snowcem 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/I. |
| 169 | Supplying , fitting and fixing M.S Grill gate with M.S grill made of 20 x 6mm M.S. flats or 16 mm. M.S square bars fitted on 25 x 25 x 6 mm . M.S angle frame- do -( when steel is not supplied by by the deptt.) Gate - 1x 90.83" x 2.5"-0""=227.0 sft |
| 170 | Providing two coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface throughly , scaffolding and taxes all after removing dirt including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I. |
| 171 | Carriage of Materials :- (a) Cement (av. 10km.) |
| 172 | (b) Steel (av 10 Km) |
| 173 | (c) Sand (av 21p + 1k.) |
| 174 | (d) Aggreegate(av 35p +1k) |
| 175 | (e) Bricks(1k. + 15 P) |
| 176 | BOUNDARY WALL AT PUJA ASTHAL. Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and distance upto 50M. Including all lifts, levelling, ramming the foundation trenches, removing roots of trees , shurbs all complete as per approved design, building specification and direction of E/I Extra for earthwork in hard soil as per specification and direction of E/I (vide classification of soil item- B) |
| 177 | Prviding coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour royalty and taxes all complete as per building specication and direction of E/l |
| 178 | Providing designation 75b one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. |
| 179 | Providing and laying in position cement conrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level: M15 1:2:4(1 cement : 2 coarse sand 9zone-lll ) :3 graded stone aggregate 20 mm nominal size) |
| 180 | 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. M-20 (1:1.5:3, 1 cement :1.5 coarse sand zone -III :3 graded stone aggregaate 20mm nominal size.) |
| 181 | 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. M-20 (1:1.5:3, 1 cement :1.5 coarse sand zone -III :3 graded stone aggregaate 20mm nominal size.) |
| 182 | Providingdesignation 75B Brick work in C.M.(1:6) in superstructurewith approved quality of clean coarse sand of F.M.2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, raking out jionts to 15mm depth curing, taxes and royalty all comple as per building specification and direction of E/I. |
| 183 | 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 as per building specification and direction of E/I. |
| 184 | Reinforcedcementconcreteworkinbeams,suspendedfloors,roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 185 | Providing Tor steel reinforcement of 10mm, 12mm & 16mm dia bar as per approved deige and drawing with cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. Cost @ 3.5 kg / cft. |
| 186 | (a) 8 mm Q =25% of 0.849 M.T |
| 187 | (b) 10 mm Q =25% of 0.849 M.T |
| 188 | (c) 12 mm Q =50% of 0.849 M.T |
| 189 | Centering and shuttering including strutting,propping etc. And removal of form forFoundation Footing, Bases of Columns, etc. for mass Concrete. ProvidingShuttering, Centring in Foundation. -Do- E/I. |
| 190 | Centering and shuttering including strutting,propping etc. And removal of form forColumns, Pillars, Piers , Abutments, Post and Struts. Providing Centring and Shuttering in Column. |
| 191 | Centering and shuttering including strutting,propping etc. And removal of form for Lintel, Beams, Plinth beams girders, bressumers, andcantilevers.Providing centering , shuttering in beams. DoE/I. |
| 192 | Earth filling infoundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earthobtainedfrom excavation offoundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I.(mode of measurement compacted volume) |
| 193 | Providing two coats of snowcem 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/I. |
| 194 | Supplying , fitting and fixing M.S Grill gate with M.S grill made of 20 x 6mm M.S. flats or 16 mm. M.S square bars fitted on 25 x 25 x 6 mm . M.S angle frame- do -( when steel is not supplied by by the deptt.) Gate - 1x 5" x 7"-0""=35 sft |
| 195 | Providing two coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface throughly , scaffolding and taxes all after removing dirt including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I. |
| 196 | Carriage of Materials :- (a) Cement (av. 10km.) |
| 197 | (b) Steel (av 10 Km) |
| 198 | (c) Sand (av 21p + 1k.) |
| 199 | (d) Aggreegate(av 35p +1k) |
| 200 | (e) Bricks(1k. + 15 P) |
| 201 | PAINTING OF OLD BOUNDARY WALL. Dismantling old plaster and pointing in cement or lime and raking out joints to 15mm depth, watering and disposal of unserviceable materials with all leads all complete as per direction of E/I. Qnty item no. 10% of 92.94 M2 |
| 202 | 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 as per building specification and direction of E/I. Qnty same as item no. 1 |
| 203 | Extra for cleaning the old surface by scrapping the entire old white wash or colour wash including cost of scaffolding all complete as per direction of E/I. 100" X 10 =1000 Sft=92.94 M2 Qty = 92.94-9.3=83.64 M2 |
| 204 | Providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointing with white cement including rubbing, polishing and cost of curring taxes and royalty all complete as per building specification and direction and E/I. Qnty =92.94 M2 |
| 205 | Carriage of Materials :- (a) Cement (av. 10km.) |
| 206 | (b) Sand (av 21p + 1k.) |
| 207 | Providing two coats of snowcem of approved shade and make over old surface including washing cleaning and preparing the walls, scaffolding , curing and taxes all complete as per building specification and direction of E/I. Total Old Boundary wall Susrface area qnty |
| 208 | FIXATIONOF STREET LIGHT Supplying of Steel circular hollow Pole of standard specifications for street lighting to mount Light at 9.0M height above the road level. |
| 209 | S.I.T.C. of following ratingLED street lighting Luminaries with pressure die cast housing and though end glass cover CIP66 protection in existing Pole/pipe for supply voltage-do--do- E/I. (120W LED Street Light) |
| 210 | Erection of Metallic Pole of following length in cement concrete (1:3:6) in foundation including excavation and refilling etc. as required. (1) above 8.00m and upto 11.00 meter |
| 211 | Laying of One number PILCA/ PVC insulated and PVC seashed XLPE power cable of grade exceeding 1.1 KV but not exceeding 1.1 KVA and PVC size not exceeding 120 sq.mm direct in ground including |
| 212 | Point wiring in PVC conduit with piano type switch wiring for light point/Fan point-do--do-... E/I. |
| 213 | PVC/XLPE insulated PVC Sheathed heavy duty armored Electrical cable with aluminum conductor for wiring voltage upto and including 1100 Volts (Conforming to IS-1554 Part-I) 10mm two core |
| 214 | S/F/F of 121MMx173mm(6"x8") unbrakable PVC moulded box do--do- E/I. |
| 215 | GST - 18% |
| 216 | Labour Cess - @ 1% |
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