Construction Of Reserve Office At Godda Police Line In The District Of Godda.
Tender Value
1.67 Crore
Estimated cost
Bid Submission
23 Dec 2021
0 days left
EMD
3.35 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Godda Police Line → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Reserve Office At Godda Police Line In The District Of Godda.
BOQ
| Sl. No. | Item Description |
| 1 | Section- I Building Works |
| 2 | 5.1.1Earth 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 | 5.1.2Extra for earth work in hard soil as per specification and direction of E/I.( vide classification of soil item B) |
| 4 | 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. 2.7.3 Hard rock (blasting prohibited) |
| 5 | 5.1.7Filling 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) |
| 6 | 5.1.8Filling infoundaion trenches and plinth in layers not exceding 150 mm thick well watered rammed fully compacted and fine dressed with earthobtainedafter Cutting 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) |
| 7 | 5.1.10Providing 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) |
| 8 | 5.6.1Providing 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. |
| 9 | 5.3.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :5.3.1.31:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) |
| 10 | 5.3.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :5.3.1.41:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 11 | 5.2.3Providing designation 75A 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. |
| 12 | 5.3.9Providing 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.5.3.9.11:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)IN FOUNDATION |
| 13 | 5.3.17Centering and shuttering including strutting, propping etc. and removal of form for5.3.17.1Centering and shuttering including strutting, propping etc. and removal of form for |
| 14 | 5.3.10Reinforced 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) |
| 15 | 5.3.17Centering and shuttering including strutting, propping etc. and removal of form for5.3.17.6Columns, Pillars, Piers, Abutments, Posts and Struts |
| 16 | 5.3.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :5.3.1.11:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)Plinth Band |
| 17 | 5.3.17Centering and shuttering including strutting, propping etc. and removal of form for5.3.17.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 18 | 5.3.11Reinforcedcementconcreteworkin beams,Slab,lintel,etcsuspendedfloors,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). |
| 19 | 5.3.17Centering and shuttering including strutting, propping etc. and removal of form for5.3.17.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 20 | 5.3.17Centering and shuttering including strutting, propping etc. and removal of form for5.3.17.3Suspended floors, roofs, landings, balconies and access platform |
| 21 | 5.3.17Centering and shuttering including strutting, propping etc. and removal of form for5.3.17.7Stairs, (excluding landings) except spiral-staircases |
| 22 | 5.3.17Centering and shuttering including strutting, propping etc. and removal of form for5.3.17.19Weather shade, Chajjas, corbels etc., including edges |
| 23 | 5.3.17Centering and shuttering including strutting, propping etc. and removal of form for5.3.17.4Shelves (Cast in situ) |
| 24 | 5.2.11Providing 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. |
| 25 | 5.2.50Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9\"x4.5\"x3\") in CM (1:3) in super structure with approved quality of Clean coarse sand of F.M 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials raking our joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I |
| 26 | 5.2.54 Providing designation 112 mm thick reinforced designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990(9\"x4.5\"x3\") in C.M (1:4) in Superstructure with approval quality of clean coarse sand of F.M 2 to 2.5 including the cost of screening, carriage of materials, sacfolding, raking out joints to 15 mm depth , curing , taxes and royality ( but excluding the cost of reinforcement) all complete as per building specification |
| 27 | 5.3.17Centering and shuttering including strutting, propping etc. and removal of form for5.3.17.15Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 28 | 5.7.3Providing 12mm thickcement 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 |
| 29 | 5.2.27Extra for brick work for each consecutive floor above first floorincluding watering and scaffolding, all complete as per direction of E/I. |
| 30 | ( a) For S.F. |
| 31 | DSR 10.28Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fastenersetc.). |
| 32 | 5.3.30Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. |
| 33 | ( a) For S.F. |
| 34 | 5.4.37Supplying, fitting & fixing 30mm thick solid core type decorative Single leaf flush shutter with both sides decorative veneered with black board core bended with high quality phenol formal dehydes synthetic resin of standard make with Aluminium fittings such as hinges, tower bolts, handle, cleats and sand blocks and taxes allcomplete as per building specification and direction of E/I. |
| 35 | DSR 9.125Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubberbased adhesive. |
| 36 | DSR 9.96Providing and fixing aluminium sliding door bolts, ISI marked anodised anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : |
| 37 | 9.96.1 300x16 mm |
| 38 | 5.5.1Providing reinforecment ( Round bars conforming to I.S 432 dia in mm ( I.S 2062 Gr.A ) to 6 &8 mm dia rods as per approved design and drawing excluding carriage of bars to work sitecutting bending and binding with annealed wire with cost of wire, removal or rust placing the rods in position all complete as per building specification and direction of E/I.(i) 6mm dia Gr. A ( Only Valid for SAIL & TATA Steel ) |
| 39 | 5.5.4Providing TMT steel reinforcement of 8 mm dia rods as perapproved design and drawing excluding carriage of Rods (straight orin coils) to work site, cutting,bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position complete as per building specification and direction of E/I. |
| 40 | 5.5.5Providing TMT Steelreinforcementof 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage ofM.S. Rods (straight or in coils) 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 |
| 41 | 10 mm dia (TMT Fe 500 (Only valid for SAIL & TATA Steel ) |
| 42 | 5.5.5 12 mm dia (TMT Fe 500 (Only valid for SAIL & TATA Steel )16 mm dia (TMT Fe 500 (Only valid for SAIL & TATA Steel ) 5.5.6 Providing TMT steel reinforcement of20 mm & 25mm dia, bars as per approved design and drawing excluding carriage ofM.S. Rods (straight or in coils) to work site, cutting bendingand binding with annealed wire with costof wire, removal of rust placing the rods in positionall complete as per building specification and direction of E/I.(TMT Fe 500 (Only valid for SAIL & TATA Steel ) |
| 43 | 5.5.12Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, hoisting carriage of grill to work site, hoisting as per building specification and direction of E/I. |
| 44 | DSR 10.18Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 45 | 5.5.14Supplying , fitting and fixing collepsible gate of approved size & make properly febricated with vertical double channels 20 x 10 x 2 mm at 100 mm center & braced with M.S.flat diagonals 20 x 3 mm, with top & bottom rails of T - iron 40 x 40 x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles, including applying a priming coat of red lead paint, carriage, hoisting & taxes all complete as per building specification and direction of E/I. |
| 46 | 21.1.1.3 DSRProviding 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 makeconforming 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, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically wherever required includingcleat angle, Aluminium snap beading for glazing / paneling, C.P.brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelingand dash fasteners to be paid for separately) : |
| 47 | 21.1.1.3 Polyester powder coated aluminium(minimum thickness of polyester powdercoating 50 micron) |
| 48 | 21.3.1Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasketetc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paidin basic item):21.3.1 With float glass panes of 4.0 mm thickness (weight notless than 10kg/sqm) |
| 49 | DSR 8.3.2Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc.complete as per design approved by Engineer-in-ChargeGranite work |
| 50 | DSR10.14.1.1Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness,including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin-charge: |
| 51 | 9.40.1.2/ D.S.R Providing and fixing wooden moulded beading to doorframes with iron screws, plugs and priming coat on unexposed surface etc. complete. 50X20 MM |
| 52 | 21.18 D.S.R Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). |
| 53 | DSR 11.37Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 54 | 5.6.28 Providing and Laying Double charge vitrified floor tiles in different sizes (thickness to be specifed by manufacturer) with water absorption less than .08% and conforming to IS: 15622/ISO 13006 of Approved make, in all colour and shades, 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 grey cement and matching pigment etc. complete size of tiles 600x600 mm. |
| 55 | DSR 12.45.1Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recomme-nded jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as permanufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification anddirection of the Engineer in Charge but excluding the cost of painting with:12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board |
| 56 | DSR 16.86Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.16.86.1 Area less than 0.50 sqm. |
| 57 | 5.7.6Providing 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, scafolding taxes and royalty all complete as per buildings specification and direction of E/I. |
| 58 | 5.7.20Extra for plaster work over exterior surface for each consecutivefloor above first floor including cost ofscaffolding etc. all complete as per direction of E/I. |
| 59 | ( a) For S.F. |
| 60 | 5.3.8Making 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. |
| 61 | 5.7.21Making 6x6mm grooves in plaster surface over walls truly horizontal vertical as specifiedat regular intervals at all heights including cleaning finishing scaffoding and curing with all leads and lifts of water all complete as per building specification and direction of E/I. |
| 62 | 5.8.18Providing two coat of Oil bond distemperof approved shade and make over a cement primerover new surfaceincluding preparing the plastered surface by rubbing smooth with pumic stone or fine sand papper ,applying putty where requiredscaffolding, washing the floor and taxes all complete as per building specification and direction of E/I. |
| 63 | DSR 13.26Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 64 | DSR 13.46Finishing Wall with acrylic smooth exterior paint of required shade : 13:46:1 New work ( Two or more coat applied @1.67 lit./ 10 sq.m over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sqm) |
| 65 | DSR 13.80Providing 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. |
| 66 | DSR 13.68French spirit polishing :13.68.1 Two or more coats on new works including a coat of wood filler |
| 67 | 5.8.41Provinding primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dirt, scales smokes and grease and cleaning the surface thoroughly includingcost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurment Area shall be multiplied by the co-efficient as indicated in building specificaton.) |
| 68 | 5.8.45Providing two coats of synthetic enamel paint of approved shade and made over steel surface including cleaning the surface thoroughly including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I |
| 69 | 5.10.33Providing 250 mm wide brick drain in cement mortar (1: 6) with av. 150 mm. clean depth and 150 mm apron including cost of earthwork involved with 75 mm, 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. |
| 70 | DSR 12.41Providing 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.12.41.2 110 mm diameter |
| 71 | DSR 12.42Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming toIS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 72 | DSR 12.42.1.1 Coupler 75 MM |
| 73 | DSR 12.42.1.2Coupler 110 MM |
| 74 | DSR 12.42.2 Single pushfit Coupler |
| 75 | DSR 12.42.2.175 MM |
| 76 | DSR 12.42.2.2110 MMSingle pushfit coupler |
| 77 | DSR 12.42.3 Single tee with door |
| 78 | DSR 12.42.3.175X75X75 MM |
| 79 | DSR 12.42.3.2110X110X110 MM |
| 80 | DSR 12.42.4Single tee without door |
| 81 | DSR 12.42.4.1 75X75X75 MM |
| 82 | DSR 12.42.4.2110X110X110 MM |
| 83 | DSR 12.42.5Bend 87.5° |
| 84 | DSR 12.42.5.1 75 MM Bend |
| 85 | DSR 12.42.5.2110 MM Bend |
| 86 | D.S.R. 12.42.6 |
| 87 | 12.42.6.1 75 MM |
| 88 | 12.42.6.2110 MM Shoe |
| 89 | DSR 22.14 Grading roof for water proofing treatment with22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size) |
| 90 | JSR 2021 page no.49 sl no 54 M-240Providing& supplyingCico liquid / impermo water proofing compound in cement concrete or cement mortar @2% of cement quqntity by weight ( as specified)for water proofing, including all carraige and taxes . |
| 91 | DSR 16.68Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarsesand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 92 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. |
| 93 | (A) Fly Ash Bricks 30 km |
| 94 | (B) Bricks(3k+59p)= 62 km |
| 95 | (C) Local sand ( 3 Km) |
| 96 | (D) Coarse sand ( 3K+55P= 58 Km) |
| 97 | (E) Stone Chips (1K+44P=45 km) |
| 98 | (F) Cement(7 km) |
| 99 | (G)Steel (7 km) |
| 100 | (H) Earth (3 km) |
| 101 | SectionIIDome |
| 102 | DSR 10.25Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 103 | DSR 10.16Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes |
| 104 | Analysed & ApprovedSupplying 6mm thick Polycorbonate Sheet for making dome work of approved quality and shade. |
| 105 | Analysed & ApprovedLabour for cutting, fixing, hosting of polycorbonate sheet and aluminium bit. |
| 106 | Analysed & ApprovedSupply of 5mm thick Aluminium bit(30 mmwide) of approvedquality |
| 107 | Analysed & ApprovedSpacialtype of chamical wax for air tight fixing of sheet on M.S.T |
| 108 | 5.8.45Providing two coats of synthetic enamel paint of approved shade and made over steel surface including cleaning the surface thoroughly including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I |
| 109 | Carraige of Tublar Section & Sheet |
| 110 | SectionIIIWater Supply |
| 111 | DSR 18.8Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain &brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls |
| 112 | (a) 15mm dia |
| 113 | (b) 20mm dia |
| 114 | (c) 25mm dia |
| 115 | DSR 18.49Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :18.49.1 15 mm nominal bore |
| 116 | 3.1.12Supplying materials labour tools for fixings of gun matel full way valve of approved quality with all complete job. |
| 117 | (a) 25 mm dia |
| 118 | DSR 18.52Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. |
| 119 | 18.52.1 15 mm nominal bore |
| 120 | 3.1.18Making holes in 250 mm thick walls for laying of G.I pipes & restoring the same ater pipe laying with all complete job. |
| 121 | DSR 18.48Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 122 | DSR 17.32.1Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved makeand shade with 6 mm thick hard board backing : Circular shape 450 mm dia |
| 123 | Section - IV:SANITARY WORK |
| 124 | 3.2.1Supplying , fitting and fixingvitreous whiteglazed earthenware I.W.C. of Party Hindustan orany other I.S.S approved make with 100mm H.C.I. \"P\" trap 15 litres C.I. pull and let go flushingcisternof nmaesor other I.S.S equipalent make complete withallfittings, C.I. or C.C. brackets 32mm alkathene/P.V.C. telescopic flush, pipe about 2M long with one brass couplingandclamps G.I. chain andpull includingsupplyingandfixingapairofvitreour white glazed eaarthenwarefoot rest to be fixed infloor 15mm C.I. bodybrass spindlestop cockofweight notlessthan 50grms, 15mm P.V.C. connection pipe 450 mm longand the exposedpiep andcistern withtwo coatsof approved paint over a coat ofred oxideprimer etc.allcomplete as per building specification and direction of E/I. |
| 125 | © 580mm long I.W.C. pan with 10 litres low leve P.V.C. Cistern. |
| 126 | DSR 17.3Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flushbend, overflow arrangement with specials of standard make and mosquitoproof coupling of approved municipal design complete, including paintingof fittings and brackets, cutting and making good the walls and floors wherever required 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid |
| 127 | DSR 17.7Providing and fixing wash basin with C.I. brackets, 15 mm C.P. Brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings andbrackets, cutting and making good the walls wherever require:17.7.1 White Vitreous China Wash basin size 630x450 mmwith a pair of 15 mm C.P. brass pillar taps |
| 128 | DSR 17.70.1Providing and fixing PTMT Bottle Trap for Wash basin and sink Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms |
| 129 | DSR 17.73Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.17.73.1 450 mm long towel rail with total length of 495 mm,78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 130 | DSR 17.5Providing and fixing white vitreous china flat back half stall urinal of 580X380X350mm with white PVC automatic flushing cistern, parryware/Hindware with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass with waste fitting as per IS : 2566 P.V.C. trap with outlet grating and other couplings in C.P. brass including parenting of fitting and cutting and making good the walls and floors wherever required.. |
| 131 | DSR 17.5.1Single half stall urinals with litre P.V.C. auotmatic flushing cistern |
| 132 | DSR 12.41Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conformingto IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketedpipes. |
| 133 | (a) 110 mm dia |
| 134 | (b) 75 mm dia |
| 135 | 3.2.11Making holes in walls for laying H.C.I Pipes and restoring the same after pipe laying as per specification and direction of E/I. |
| 136 | (a) 250 mm thick wall |
| 137 | (b) RCC chajja |
| 138 | DSR 17.73Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangementof approved quality and colour.17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms |
| 139 | DSR 18.65Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms. |
| 140 | 3.3.8Supplying materials and labours for constructing inspection chamber of designation class 100B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x450mm C.I . Cover with frame (weight not less than 39 Kg ) alongwith earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I |
| 141 | DSR 19.6.2Providing and laying non- pressure NP2 class ( light duty ) R.C.C. pipes with collars jointed with still mixture of cenent mortar in the proportion of 1:2 ( lcement : 2 fine sand ) including testing of joints etc. complete. 150 MM dia R.C.C. pipe . |
| 142 | 150mm dia NP2 RCC spun pipe upto 3m depth |
| 143 | Section - V Septic tank & Soak pit |
| 144 | 5.1.1Earth 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. |
| 145 | 5.1.2Extra for earthwork in hard soil as per specification and direction of E/I. |
| 146 | 5.1.10Providing 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) |
| 147 | 5.2.2Providing designation 75A 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. |
| 148 | 5.2.23Providing 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. |
| 149 | 5.3.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :5.3.1.31:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) |
| 150 | 5.3.11Reinforcedcementconcreteworkinbeams,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). |
| 151 | 5.3.20Providing, hoisting and fixing above plinth level up to floor five level precast Reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 152 | 5.5.4Providing 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. |
| 153 | 5.5.5Providing TMT Steelreinforcementof 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage ofM.S. Rods (straight or in coils) 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 |
| 154 | (a) 10 mmTMT bar FE 500 ( Only Valid for SAIL & TATA Steel ) |
| 155 | 5.6.1Providing 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. |
| 156 | 5.7.2Providing 12mm thick cement plaster (1:4) with clean coarse sand ofF.M. 1.5 approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as perbuilding specification and direction of E/I. |
| 157 | 5.7.11Providing 1.5 mm thick cement punning including curing, carriage of water with all leads and lifts of water as perbuilding specification and direction of E/I. |
| 158 | 3.2.7Supplying fitting & fixing H.C.I. pipes with ear of approved make confirming to I.S.I. 1729 including supplying nails and bobins short pieces, cutting loose collars lead and yarn for making lead caullked joints, cutting pipes to size including earth work or scaffolding where necessary etc all complete as per spectification & direction of E/I. |
| 159 | ( a ) 100 mm dia. |
| 160 | Basic Rate of SOR 2021M-198 (page no 44)Providing and laying brick bats in soakpit 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. |
| 161 | Basic Rate of DW & SD SL NO 31(b)M 947Supplying, fitting and fixing C.I. cover with frame for mane hole and inspection chamber with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I. (a) Size 600 x 450 mm (Wt. 25 Kg). |
| 162 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. |
| 163 | (B) Bricks(3k+59p)= 62 km |
| 164 | (C) Local sand ( 3 Km) |
| 165 | (D) Coarse sand ( 3K+55P= 58 Km) |
| 166 | (E) Stone Chips (1K+44P=45 km) |
| 167 | (F) Cement(7 km) |
| 168 | (G)Steel (7 km) |
| 169 | SectionVINote:- (1)PVC insuleted copper conductor cable of make:-Havell\"s/HPL/Polycab/Mescab/Anchor (2)PVC conduit of thikness 1.5mm/2mm for wiring:-Polycab/Arkaylitel/Saini star (3)Switches/soket outlet for piano type:-Anchor/ Cona/Havells/HPL (4)Switches/soket outlet for modular type:-Roma(Anchor/wood)/Havell\"s(carbtree)/Hpl/Philips/Cona (5)MCCB,MCB,SFU,CHANGEOVER,RCCB,MCB-DB:-Havell\"s/Hpl/L&T/Legrand/C&S (6)XLPE/PVC aramoured cable:-Havell\"s/polycab/capital/V-guard (7)Electrical fitting/fixtures:-Bajaj/Philips/Crompton/wipro/Hpl (8)All internal wiring work should be recessed(conseeld) |
| 170 | 1.3 Point wiring in PVC conduit, with modular type switch:-Wiring for light point/fan point/exhaust fan point/call bell point with 1.5. sq.mm FR PVC Insuleted copper conductor single core cable in recessed PVC conduit, with modular type switch, pheonlic lamineted sheet,suitable size G.I.box etc. |
| 171 | 1.3.2Group B |
| 172 | 1.4Twin control point wiring PVC conduit with modular type switch:-wiring for Twin control point with 1.5 sq mm FR PVCInsuleted copper conductor single core cable in recessed PVC conduit, 2 way modular, switch, pheonlic lamineted sheet,suitable size G.I.box etc.as required. |
| 173 | 1.5 Power plug wiring in PVC conduit(2x4 sq mm) :- Wiring for light/Power plug with 2x4 sq mm FR PVC insuleted copper conductor single core cable in recess PVC conduit along with 1 Nos. 4 sq mm FR PVC insuleted copper conductor single core cable for loop earthing as required. |
| 174 | 1.7 Circuit/submain wiring in PVC conduit:-Wiring for circuit/submain wiring along with earth wire with the following size PVC insuleted copper conductor single core cable in recessed PVC conduit as required |
| 175 | 1.7.1 2x1.5 sq mm+1x1.5 sq mm earth wire |
| 176 | 1.7.2 2x2.5 sq mm+1x2.5 sq mm earth wire |
| 177 | 1.7.4 2x6 sq mm+1x6 sq mm earth wire |
| 178 | 1.7.10 4x6 sq mm+2x6 sq mm earth wire |
| 179 | 1.7.114x10 sq mm+2x10 sq mm earth wire |
| 180 | 1.16 Teliphone wiring existing conduit:- Supplying and drawing following pair 0.5 sq mmFR PVC insuleted copper conductor, unaramed teliphone cable in existing recessed PVC conduit as required |
| 181 | 1.16.22 Pair |
| 182 | 1.17 TV cable in existing conduit :- Supplying and drawing co-axial TV cable RG-6 grade copper conductor,PE insulated,withPVC sheath in the existing recessed PVC conduit as required. |
| 183 | 1.21 S/F PVC conduit :-supplying and fixing of following sizes PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case recessed conduit as required . |
| 184 | 1.21.120mm |
| 185 | 1.22S/F PVC/G.I. boxes :- Supplying and fixing PVC/G.I. box of following sizes on surface or in recess with suitable size of phenolic laminated sheet cover infront including painting etc as required . |
| 186 | 1.22.1 75mm x 75mm x 50mm deep/ (4\" x 4\") |
| 187 | 1.24S/F modular type switch /socket :- Supplying and fixing following modular type switch box/cover including connections but excluding modular plate etc as required |
| 188 | 1.24.15/6 amps, one way switch |
| 189 | 1.24.4 5/6amps, 3 pin socket outlet |
| 190 | 1.24.6Teliphone socket with shutter outlet |
| 191 | 1.24.7 TV socket socket outlet |
| 192 | 1.25 S/F Modular type electronic fan regulator:-Supplying and fixing stepped type fan regulator on the existing modular plate switch box including connectionons but excluding modular plate etc, as required. |
| 193 | 1.26S/F Modular type blanking plate:-Supplying and fixing modular blanking plate on the existing modular plate switch boxexcluding modular plate etc, as required. |
| 194 | 1.27 S/F Modular boxes, base & covre plate:-following size/ modular G.I box along with modular base & cover plate for modular switches in recess etc, as required. |
| 195 | 1.27.1 1 or 2 module(78mm x 78mm x 45mm) |
| 196 | 1.27.3 6 module(78mm x 205mm x 50mm) |
| 197 | 1.32 S/F power plug point with modular type accessories:- Supplying and fixing suitable size G.I.box with modular plate and coverin front on recess including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular switchconection painting etc, as required. |
| 198 | 1.33 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. |
| 199 | 1.34 S/F Batten holder:-Supplying and fixing batten/angle holder including connection etc, as required. |
| 200 | 1.35Errection on incandescent light fitting:-Errection of wall bracket/ceiling fitting, complete with all accessories including connection etc as required. |
| 201 | 1.36S/F Dingdong Call bell :-Supplying and fixing dingdong call bell suitable for DC/AC single phase,230 volt, complete as required. |
| 202 | 1.41 ITC fluorescent fitting directly on surface:-Instaliation, testing and commissioning of prewired, fluorescent fitting of all types, complete with all accessosries and tube etc. directly on ceiling /wall including connection with 1.5 sq mm.FR PVC insulated, copper conductor. |
| 203 | 1.44 ITC ceiling/wall fan:-Instaliation, testing and commissioning of ceiling fan including wiring the down rod of standard length( uptwo 30 cm) with 1.5 sq mm.FR PVC insulated copper conductor, single core cable etc as required |
| 204 | 1.48 ITC exhaust fan up to 450 mm, sweep:-Installation of exhaust fan up to 450 mm. sweep in the exiting opening, including making the hole to suit the size of above fan, making good the damage, connection testing commissioning etc as required. |
| 205 | 2.9S/F T.P.MCB DB:-Supplying and fixing following way three pole and nutral,sheet,MCB distribution board,415 volt,in recess,complete with tinned copper busbar,earth bar, din bar, detachable gland plate, interconnections, phosphatized and power painted including earthing etc. as required.(But without MCB/RCCB/ISOLATOR) |
| 206 | 2.9.44 way (4+12),Double door, Horizontal type |
| 207 | 2.11 S/F \"B\" series. S.P.MCB:-Supplying and fixing 6 amps to 32 amps rating,240 volts, \"B\" series miniature circuit breaker suitable for lighting and others loads of following poles in the exiting MCB DB complite with connections. Testing and commisioning etc as required. |
| 208 | 2.11.1 6/32 amps,single pole, \"B\" SERIES |
| 209 | 2.12 S/F \"C\" series. S.P.MCB:-Supplying and fixing 6 amps to 32 amps rating,240 volts, \"C\" series miniature circuit breaker suitable for lighting and others loads of following poles in the exiting MCB DB complite with connections. Testing and commisioning etc as required. |
| 210 | 2.12.1 6/32 amps,single pole, \"C\" SERIES |
| 211 | 2.12.940 amps,TPN |
| 212 | 2.12.1050/63 amps, TPN |
| 213 | 2.13 S/F SP MCBblanking plate:-Supplying and fixing Single pole blanking plate in exiting MCB DB complete etc as required. |
| 214 | 2.19P/F M.V. danger notice plate:-Providing and fixing M.V danger notice plate of 200mm x150mm made of mild steel, at least 2mm thick, and vitreous enamelled white on both sides, and with inscription in single red coiour on front side as required. |
| 215 | 3.7S/L 8 SWG copper wire ground :-Supplying and laying 8 SWG copper wire 0.50 metre bellow ground level for conductor earth electrode, including soldring etc. as required. |
| 216 | 4.2 P/F G.I. lightning conductor finial:-Providing and fixing of lighting cnductor finial, made of 25 mm dia 300mm long, copper tube having single prong at top, with 85mm dia 3mm thick G.I. base plate including holes etc. complete as required. |
| 217 | 4.4Reverting, sweating and soldering of copper/G.I. tape(with another coppr/G.I. tape, base of the finial or any other metallic object) as required. |
| 218 | 4.7 P/F G.I. lightning conductor tape in horizontal run:-Providing and fixing GI tape 20mm x 3mmthick on parapet or surface of wall for lightning conductor complete as required(For horizontal run) |
| 219 | 4.8P/F G.I lightning conductor tape in vertical run:-Providing and fixing GI tape 20mm x 3mmthick on parapet or surface of wall for lightning conductor complete as required(for vertical run) |
| 220 | 4.12 P/F Testing joint for G.I. lighting conductor:-Providing and fixing testing joint, made of 20mm x 3mm thick G.I. strip, 125mm long, with 4 nos.of G.I. bolts, nuts, chek nuts and spring washers etc complete as required. |
| 221 | 5.3 MV cable laying upto 120 sq.mm. in ground:-Laying of one number PVC insuleted and PVC sheathed/ XLPE power cable of 11 KV grade of size not exceeding 25 sq.mm.but not exceeding 120 sq.mm. direct in ground including excavetion, sand coushioning, protective covering and refilling the trench etc as required. |
| 222 | S/L PVC XLPE insuletd PVC sheathed, heavy duty, armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts,(conforms to IS:1554, part-1) |
| 223 | Code No.M-33195 sq.mm. 3.5 core |
| 224 | 12.37 DSRSupplying and fixing of light class G.I. pipe of 50 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required |
| 225 | 9.1 DSRSupplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 226 | 3½ X 95 sq. mm (45mm) |
| 227 | FIXTURE AND CHEMICAL EARTHING |
| 228 | CODE No.M-775Providing of 12\"\" (300 mm)exhaust fan of make bajaj/havells/usha/crompton |
| 229 | CODE NoM-772 Providing of 48\"\" (1200 mm) ceiling fan of make bajaj/havells/usha/crompton |
| 230 | CODE No.M-777 Providing of 16\"\" (400 mm) Wall fan of make bajaj/havells/usha/crompton |
| 231 | CODE No.M-827 Providing of Reces/surfaces mounted LED rounddown light (15/16 watt) of make bajaj/havells/crompton |
| 232 | Code no. M-834Supply of recess mounting LED panel light 2\"X2\" (36 watt) |
| 233 | CODE NoM-848Providing of LED street light (90/100 watt) of make bajaj/havells/crompton |
| 234 | CODE No.M-869Providing of Bulkhead fitting with 9/10 watt LED/ CFL of make bajaj/havells/crompton |
| 235 | Code no. M-853 Supply of LED batten (10/12 watt)of make bajaj/havells/crompton |
| 236 | Code no. M-854Supply of LED batten (20/22 watt)of make bajaj/havells/crompton |
| 237 | Code no. M-856Supplying and fixing of LED 15/16 W of make bajaj/havells/crompton |
| 238 | 3.6Earthing with copper earth plate 600x600x3mm thick including accessories,and providing masonry enclosure with cover plate having locking arrangement and watering pipe |
| 239 | Anaylised & ApprovedITC LED 25/ 90W street light on wall with 25 mm dia .75meter long GIpipebend, J /U Hook 4 nos., along with two coat painting of GI pipe bend etc as required |
| 240 | Analysed & ApprovedMian Panel(LS)Power Distribution Board (PDB at GL) - Supplying, designing, manufacturing, installation, testing, fitting, fixing and commissioning in correct alignment position, effecting proper connection of all incomers and outgoing of PDB panel of 16 SWG CRCA Sheet steel IP-54 floor mounting cubical type LT Panel suitable for operation on 415V, 50Hz, 3Ph, AC supply and fault level 35kA. Apporexmate size (Shall be given at the time of work order ) with front operated construction including seperate fabrication arrangement for fixing of switchgears and meters. The sheet steel under go minimum seven tanks treatement followed by finishing poder coating of minimum 60 microns thickness duly compart mentalized with locking arrangement duly fixed on base channel size 100mm X 75mm X 6mm having accessories mounted inside cubicale panel, earthing with 2 Nos. of earth studs.All opening shall be covered by soft rubber gaskit,enclosure shall be galvanished. Panel shall have suitable cable entry from top and bottom and suitable arrangement for multiruns aluminium cables for MCCB. |
| 241 | Incomers:- 125A, 35 kA FP MCCB adjestable thermal seting - 1 no, with front rotary handle with thermo magnetic release,63 AMP 4 POLE CHANGE OVER SWITCH.- from ground floor panel as incomer Outgoings:- 4 nos-63Amps TPNMCB , 4 Nos - 40 AMP TPN MCB ,2 Nos-40 AMP DP MCB ISOLETOR,2 Nos-40 AMP 4 POLE MCB ISOLETOR Digital Am-meter, three phase, Digital Volt-meter, three phase 3 nos-Phase indicating light with 2 A SP MCB\"s protection for incomer.Make- AE / Vaishno/C&S/ CHINT 3 nos-CT 1500/5VA -5 class one Epoxy resin cast CT(3 Nos.)=1 Set. Make:-Kappa / Matrix 2x2.5 Sqmm + 1x2.5 sqmm earth wire Provisioning ofSpace for 4 nosElectronic meter in Panel+ cost of 16 gauge iron sheet to be fabricated for panel mountred switch disconnector, including bus bar chamber, insulation painting etc as required( but without bus bar copper strip)(ALL SWITCHGEARS SHOULD BELEGARAND, SCHINEDER ,SIEMENS MAKE) PANEL BUILDER MAKE- STECH POWER INDUSTRIES /,MEDITRON/TRANZITE/JMD ELECTRTECH |
| 242 | VIIExternal Water Supply (Deep Bore Well) |
| 243 | WD & SD Basic rate item no. 119 M 1035Suppling all materisls labour and tools and cost of drilling 200mm x 165mm bore well in all kinds of soil and rock in rural area for installation of pump set with hydrolic DTH rig machine, all complete including suplying all materials tools, drilling rig, Air compressor and equipments, as well as fuel, lubricants and cost of transprtation of Rig machine and other vehicles up to the site. |
| 244 | From 0.0M to 50.0 M belew G.L |
| 245 | From 51.0 M to150.00 M belew G.L |
| 246 | DW& SD Basic rate item no. 120 M 1036supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe itc including all taxes, VAT, Excise duty, freight charges with inspection charges etc as applicable, etc all complete job. |
| 247 | WD & SD Basic rate item no. 139M 1055Supplying 100 mm dia submersible pump sets confirming to IS 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 415V + 10%, 3PH, 50 Hz, A.C. supply with cable guard, thrust carbon/ fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design. Anti thrust 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. |
| 248 | Submersible Pump 150 mm dia ( with Bronze impeller) up to 8 stages2.0 HP |
| 249 | WD & SD Basic rate item no. 149M 1065Supplying Fully Automatic Starter to operate induction motor working on 415v, 3 phase ,50 hz with no volt coil , Over load element , ON-OFF push buttons with necessary materials and connected to supply etc complete starter with original sheet steel encloser as per IS: 3914.F.A.S.D. Starter |
| 250 | WD & SD Basic rate item no.146 M1062Supplying 3 core flat flexible submersible cable with, copper conductor, PVC insulated and PVC sheathed as per IS : 70983 Core 4mm thick |
| 251 | WD & SD Basic rate item no. 14(K) (v)Supplying & lowering 40mm da column G. I. pipe with all complete job. |
| 252 | VIIIRain Water Harvesting |
| 253 | 5.1.1Earth 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. |
| 254 | 5.1.2Extra for earthwork in hard soil as per specification and direction of E/I. ( Vide classificationofsoil iten _B) |
| 255 | 5.1.10Providing 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) |
| 256 | 5.6.1Providing 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 |
| 257 | 5.3.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :5.3.1.31:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) |
| 258 | 5.2.2 Providing designation 75A brick work inC.M (1: 4) 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. |
| 259 | SOR Page 36 of Itm no M-009 & 10% CPStone Metal at quarry site .. Traxes and royalty all complete as per building specification and direction of E/I.90 mm Gravel filling |
| 260 | 0.90 M stone Boulder filling |
| 261 | 5.3.20Providing, hoisting and fixing above plinth level up to floor five level precast Reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 262 | 5.7.1Providing 12mm thick cement plaster (1:3) with clean coarse sand ofF.M. 1.5 approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as perbuilding specification and direction of E/I. |
| 263 | 5.7.6 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, scafolding taxes and royalty all complete as per buildings specification and direction of E/I. |
| 264 | 5.5.4Providing 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. (TMT Fe 500 (Only valid for SAIL & TATA Steel ) |
| 265 | DSR 12.41.2Providing 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.110 mm diameter |
| 266 | DSR 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for 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. |
| 267 | ( 12.42.5.2) 110 mm bend |
| 268 | ( 12.42.6.2) Shoe 110 mm |
| 269 | DSR 12.43.2Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand)and making good the wall etc. complete(110 mm ) |
| 270 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. |
| 271 | (B) Bricks(3k+59p)= 62 km |
| 272 | (C) Local sand ( 3 Km) |
| 273 | (D) Coarse sand ( 3K+55P= 58 Km) |
| 274 | (E) Stone Chips (1K+44P=45 km) |
| 275 | (F) Cement(7 km) |
| 276 | (G)Steel (7 km) |
| 277 | SOR PHED (page no 56 M 1038) DT: Basic rate for 125/115 mm dia drilled Tube Well for drilling in all kinda of Soil and rock for installation o hand pump with DI rings all complete including supplyin all materials, labours , tools drilling rigs air compressor and equipments s well as fuel li\ubricant for making125/115 mm dia boring etc and cost of transporting rigmachine and other vechile up to site of work including contrctor profit & OH chares as per specification and directtion of Engineer Incharge(basic rate) |
| 278 | Drilling upto 30 M depth below G.L in Rulararea |
| 279 | Drillingbeyond 31 mtr upto 55 mtr below GL in Ruralarea |
| 280 | SOR PHED (page no 63 M 1041)Supplying all materials labours equipments for lowering 125 mm dia blue UPVC Casing Pipe as casing for protecting the sides from falling during the process of drilling all complete including carrriage of materials to work site (Basic Rate) |
| 281 | S/M/L forF/f wire mesh pipe |
| 282 | APPROACH ROAD 30 Metre leangth |
| 283 | 3.1Excavation in Soil by Manual means. (Excavation for foadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.)(ii) Including Royalty @ Rs. 27.48 per cumthe cost of watering, rolling & compaction |
| 284 | 5.1.10Providing 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) |
| 285 | 5.6.1Providing 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. |
| 286 | 5.3.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :5.3.1.11:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 287 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. |
| 288 | (B) Bricks(3k+59p)= 62 km |
| 289 | (C) Local sand ( 3 Km) |
| 290 | (D) Coarse sand ( 3K+55P= 58 Km) |
| 291 | (E) Stone Chips (1K+44P=45 km) |
| 292 | (F) Cement(7 km) |
| 293 | Add 12% GST |
| 294 | Add 1% Lebour Cess |
AI Tender Summary
Tender Timeline
Dec 10, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedDec 23, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 27, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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