Building Construction Department-BCD has published Tender For Construction Of Civil Work / Renovation Of Mch Building, Khunti For The Installation Of Fire Fighting Work At- Khunti, Dist- Khunti, Jharkhand For The Year 2023-24. Submission Date for this Tender is 11-03-2024. Civil Work Tenders in khunti Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | EARTH WORK INEXCAVATION IN FOUNDATION Trenches in hard soil (vide classification of soil item -B) all complete as per approved design, building specification and direction of E/I |
| 2 | EARTHFILLING in foundationtrenches Andplinthin layers not exceeding150 mm Thick well watered |
| 3 | Earth Filling in Plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed |
| 4 | Providing coarse clean SAND FILLING in foundation trenches or plinth including ramming & watering in layers not exceeding 150 mm thick with |
| 5 | 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. |
| 6 | Providing designation 75 B 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. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) P.C.C in FOUNDATION |
| 8 | 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) P.C.C in FOUNDATION |
| 9 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated andgroutedwithfinesand,includingnecessaryexcavation,levelling& dressing & finishing the top smooth. |
| 10 | 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) R.C.C in foundation |
| 11 | 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) |
| 12 | 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). |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 14 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for ROOF SLAB and cantilevers |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations plinth beam etc. for mass concrete |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations COLUMN etc. for mass concrete |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers, CHAJJA |
| 19 | Providing T.M.T.Reinforcement of following dia Rod as per approved design and drawing including carraige o |
| 20 | 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) |
| 21 | providing Tor steel reinforcement of 10mm 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. |
| 22 | providing Tor steel reinforcement of 12mm 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. |
| 23 | providing Tor steel reinforcement of 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. |
| 24 | 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.) |
| 25 | Supplying, fitting and fixing fully glazed steel door, window or ventilations of standard rolled "Z" and mullion steel sections and size as per IS-1038 jointsmet and welded with 100X16X3mm M.S. lugs fixed in cement concrete (1:2:4) block 15X10X10cm, size including cost of oxidised iron fittings, with hinges, handle per steps, catch springs, 3mm thick plain glass panes with Aluminimum beads and inner frame fixed with lugs with 20mm long 6.3mm G.I. counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hoisting and placing in position in all storys and taxes all complete as per building specification and direction of E/I. |
| 26 | Supplying, fitting and fixing M.S. grill gate with M.S. grill made of 20X6mm M.S. flats or 16mm M.S. square bars fitted on 25X25X6mm 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. |
| 27 | Structural steel work in single section, fixed with or withoutconnecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 28 | Providing designation 75A 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. |
| 29 | 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 white 15X15cm Tiles. |
| 30 | Providing 12mm cement plaster (1:4) 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. |
| 31 | 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. |
| 32 | 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. |
| 33 | Providing 19mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compound 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 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. |
| 35 | 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. |
| 36 | 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. |
| 37 | Providing Double layernaria- tiles in roofincludfing cost of alllabourand materails , taxes all completeas perbuildingspecification and directionof E/I |
| 38 | Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. |
| 39 | Taking down old door and window shutters including stacking serviceable materials within 15M,. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. |
| 40 | Taking down chaukhats in doors including stacking serviceable materials within 15M,. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. |
| 41 | Providing 250mm wide brick drain in cement mortar (1:6) with as. 150mm clear depth and 250mm apron including cost of earthwork involved with 75mm cement concrete (1:4:3) over one brick designation 75A flat soling in proper grade and slope at the base the drain duly plastered in C.M. (1:3) with punning over exposed surface all complete as per building specification and direction of E/I. |
| 42 | Water proofing for Old and New Roof Slab :- Providing and laying water proofing treatment on roof slab by applying two Component, factory designed ready to use, acrylic modified flexible material applied with brush, roller or spray for water proofing coating as per manufacturer specifications with following steps :- (a) Surface preparation :-Providing and cleaning of concrete surface to remove dust, oil, grease including removal of existing loose paint / coating, and cement laitance by cleaning with compressed air & water jel including all materials, labour, tools complete. Ponding test to be done after plugging all outlets and to be checked from soffit to identify seepage, leakage. On identification of seepage, cement grouting to be done with non shrink expanding admixture of Sika lndia Pvt.Ltd. / MYK Schomberg / Dr Fixit/Fosroc or equivalent. Providing and reparing of all corners and joints such as those between the parapet wall and the roof slab etc shall be chamfered with "150mm X "150 mm fillet of mortar (Cement: sand - 1:4) admixed with acrylic polymer of Sika/ Fosroc/MYK Schomberg/Dr Fixit or equivalent. Before chamfering a prime coat shall be given with the slurry of acrylic polymer Repairing surface irregularities, damaged concretein base slab, dead cracks if any, with an acrylic polymer modilied repair mortar including a coat of bonding agent of the same with cement slurry including all material, labour, tools complete.(b)1st Coat :- Apply 1st coat of two component acrylic modified, ready to use, flexible cementitious material on surface saturated dry roof and inside wall of Parapet wall upto 600 mm by brush or roller. After 1st coat of application ,45 gsm oI Fibre glass cloth to lay when the first layer is still green. 1st coat should be applied @1.50 kg/Sqmt/coat. For the purpose of measurement the entire treated surface will be measured."(c) 2nd Coat :- To apply the 2nd coat of two component acrylic modified, ready to-use, flexible cementitious material right angle to the 1st coat over the glass fibre laid surface. 2nd coat should be applied @0.7 kg/ Sqmt/coat. For the purpose of measurement the entire treated surface will be measured." After three days of drying the 2nd coat , the rain water outlets to be plugged and ponding test to be done for 48 hours to identify seepage, leakage from soffit and if found necessary rectification to be done as per satisfaction of E/C. The waterproof coating to be protected from damage before screed over it. Waterproofing Brand: Sika Topseal 109hi / Fosroc Brushbond RFX/ Dr Fixit Pidiffin 2K/MYK Aquafin TG Product Performance - Chemical Base Part A. Acrylic copolymer, Part B Specially graded cementitious powder - Density 1.6 kg/l (mixed density) at +27°C Tensile Strength - 2 N/mm2 after 28 days (with Fibre cloth) (According to ASTM D 2370) Pullout Bond Strength-2 N/mm2 (concrete failure) (According to ISO 4624) Slant-Shear Bond Strength ~4N/mm2 (According to FIP 5.15) Elongation at Break ~35% without Fibre Cloth and 20% with Fibre Cloth (According to ASTM D 2370)(d) Protection of treated surface with PCC :- The treated surface (e)Groove of PCC surface should be filled with Polysulphide Sealant (Paid Separately) Brand - Sika lndia Pvt Ltd / MYK Schomberg / Dr Fixit/Fosroc. Warrenty for five years. |
| 43 | Covering of treated surface wrth PCC :- Providing 25 mm thick Cement Concrete M20 (1:1.5:3) maintaining slope in alternate 2 mt x 2 mt panels with aaproved quality of stone chips of 20 mm to 6 mm size graded and cleaned sand of F M 2.5 io 3 including screening,shuttering,and mixing cement concrete in mixer with admixture of integral water proofing and placing in position,striking curing,taxes and royality all complete as per building specification and direction of E/l. Panels that has been left should be casted next day.-There should be 6 mm gap between Panels. Brand- Sika_Plastocrate plus,MYK proof WP10, Fosroc- Conplast X421 ic , Dr Fixit Pidiproof LW+ |
| 44 | Providing and filling of 6 mm thick Groove between 25 mm PCC Panels with Polysulphide Sealant (Poring Grade)as Per drawings and technical specifications and direction of E in Charge (with 18% GST Polysulphicle Fosroc-Thoflex 600.Dr Fixit Pidiseal PS(42P) !MraYndK -Seikaal PS or Euivalent |
| 45 | Steel work in built up tubular hollow tubes etc.) trusses |
| 46 | stainless steel ( Grade 304) railing made of Hollow tubes, |
| 47 | 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 |
| 48 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks,lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by tablevibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed ofsand, 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 paverblocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 49 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS:733 and Is: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top....Anodised aluminium |
| 50 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.Pre-laminated particle board with decorative lamination on both sides |
| 51 | 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 8 mm thickness (weight not less than 20 kg/sqm) |
| 52 | Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer"s specification in reinforced cement concrete at site of work. 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. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. 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. |
| 53 | Supplying, assembling, lowering and fixing in vertical position in borewell,unplasticizedPVCmediumwellcasing(CM)pipeof 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 |
| 54 | 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. |
| 55 | 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 |
| 56 | 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 |
| 57 | Carriage of materials from source to site work including loading & unloading all complete job as per specification and direction of E/I |
| 58 | SAND |
| 59 | CHIPS |
| 60 | BRICK |
| 61 | Stone dust |
| 62 | Circuit/ submain wiring in PVC conduit:- Wiring for Circuit /sumain wiring along with earth wire with the following sizes PVC insulated aluminium conductor, single core cable in surface /recessed PVC conduit as requried. 4 x 4.0 sq.mm + 2 x 4.0 sq.mm |
| 63 | S/F rewireable double pole / TP&N switch disconnector:- Providing and fixing following capacity doble pole / TP&N sheet metal switch disconnectorfuse unit in existing metal board with rewireable type fuses, including drilling holes in metal board, making connections, etc as requried.63amps, TP&N |
| 64 | S/F Busbar chamber :- Providing and fixing following capacity busbar chamber with 4 strips of sutiable size made of copper, heavy duty, complete with all accessories including connections, earthing the body, etc as requried. 100amps |
| 65 | S/F sheet metal ON/OFF- load change over:- Providing and fixing following capacity 2 pole /4 pole ON/OFF-load change over switches with side handle operation, in sheet enclouser in existing metal board including drilling holes in metal board, making connection, earthing the body etc as requried. 100amps,4 pole |
| 66 | P/F M.V. danger notice plate:- Providing and fixing M.V danger notice plate of 200mm x 150mm, made of mild steel, at least 2mm thick and vitreous enamelled white on both sides and with inscription in single red colour on front side as requried. |
| 67 | Copper earth plate electrode:- Earthing with copper earth plate 600mm x 600mm x 3mm thick includingaccessories, and providing masonary enclours with cover plate having locking arrangrment and wateringpipe etc .as requried .(But with out charcoal or coke and salt).2 |
| 68 | Salt/ coke forplate earth electrode :- Extra for using salt and coke for G.I or copper plate earth electrode as requried. |
| 69 | S/L 8 SWG copper wire in ground:- Suppling and laying 8SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including soldring as requried. |
| 70 | Stone CrusherDust finerthan 3mm with not more than 10% passing 0.075 sieve at Quarry |
| 71 | PVC/XLPE insulated PVC sheathedheavy duty, armouredelectrical cable with aluminium conductorfor working voltageup to and including 1100 volts .(Conformsto IS:1554, part-1) 4c x 10 sq mm |
| 72 | Supply fitting and fixing lowering 40 mm dia G.L. collumn pipe all complete job as per direction of E/I. |
| 73 | Cost of Driling 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to Site. |
| 74 | (a) From 0.00 M to 50.00 M below G.L. |
| 75 | (b) From 51.0 M to125.00 M |
| 76 | (c) From126.0 M to150.00 M |
| 77 | Supplying 100mm dis submersible pump sets confirming to 8034 and motor confirming to IS 9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/noryl impeller. Motor suitable for working on 415 + 10, 3HP, 50 Hz, AC supply with cable guard, thurst carbon/fiber bearing to withstand entire hydraulic thurst, water proof winding shall be provided. The pump set shall be suitable for diret coupling Pump shall have suitable outlet as per manufacturers design. Anti thurst stream lined non return valve shall be provided with pump, 3 meter submersible copper conductor cable in single/double run shall be provided with each pump. Submersible pump set 100mm dia (with Polypropylene/Noryl Impeller) up to 20 stages 2 HP |
| 78 | GIPPSON 20 HP Starters Control Panel for Submersible Pump |
| 79 | S/F OF WOODEN PENNEL AS REQURED |
| 80 | ELECTRICAL AUDIT REPORT |
| 81 | LIGHTINING CONDUCTOR |
| 82 | Add 18 % GST (in Basic Rate must fill 12) |
| 83 | Add 1% Labour Cess (in Basic Rate must fill 1) |
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