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| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority :- EXECUTIVE ENGINEER PROVINCIAL DIVISION PWD B&R JALANDHAR Name of Work :- DNIT FOR MAINTENANCE OF CREMATORIUM STRUCTURE IN WARD NO. 71 KISHANPURA JALANDHAR (MPLAD SCHEME) Contract No: Civil Works Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Work Name Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | A-1 CIVIL WORK |
| 3 | MAINTENANCE OF CREMATORIUM STRUCTURES IN KISHANPURA JALANDHAR |
| 4 | Dismantling concrete(c) Cement concrete plain 1:3:6 mix |
| 5 | Dismantling concrete(e) Reinforced cement concrete |
| 6 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) &using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth - 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm.Note :- The Engineer in Charge will ensure consumption of chemical as per manufacturer's specifications & minimum 5 years warranty fromthe concerned dealer. |
| 7 | Cement concrete 1:5:10 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 8 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 9 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. |
| 10 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 11 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 12 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. |
| 13 | Centering and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 14 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 15 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. |
| 16 | 12.5 mm thick cement plaster 1:5 |
| 17 | 12.5 mm thick cement plaster 1:4 |
| 18 | 20mm thick cement plaster 1:5 in two coat work |
| 19 | 20mm thick cement plaster 1:4 in two coat work |
| 20 | Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16 |
| 21 | Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3 |
| 22 | Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. ( |
| 23 | Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to theentire satisfaction of Engineer- in- charge.a UPVC 110 mm bend |
| 24 | Providing and fixing 110 mm dia. U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as perspecifications and to the entire satisfaction of Engineer- in- charge.a UPVC 110 mm bend |
| 25 | Providing and fixing mineral fibre false ceiling tiles at height upto 4 mtr. of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflection > 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge.i With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6) size 595x595 mm |
| 26 | Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum 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 and paneling to be paid for separately) : (a) For fixed portion and chawkhats |
| 27 | Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum 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 and paneling to be paid for separately) : (b) For shutters of doors, windows & ventilators including providing andfixing hinges/pivots and labour for fixing of fittings wherever requiredincluding the cost of PVC Plug / neoprene gasket required |
| 28 | Providing Polyester Powder coating 50 micron any coloured specified to alumnum section of various sizes including carriage of material frommarket to workshop & workshop to site of work. |
| 29 | Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in paneling 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. Prelaminated particle board with decorative lamination on one side. |
| 30 | Providing and fixing hydraulic door closer ISI mark with necessary screw etc. Complete(c) I.S.I Designation No. III (size of door 851mm to 1000mm) |
| 31 | Cost of aluminum fittings complete for doors, windows such as tower bolts, handles,Stoppers and screw etc. for these fittings (Excluding sliding bolt)i) For shutter area up to 0.50 sqm |
| 32 | Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.(b) Glass panes 4mm or 10.75 kg / sqm exceeding 0.4 sqm of area |
| 33 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish |
| 34 | Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give aneven shade |
| 35 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 36 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing |
| 37 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where speciallyspecified. |
| 38 | Disposal of Malba outside the premises loading/unloading including all leads as desired by Engineer-in-charge |
| 39 | Credit of Old Steel |
| 40 | A-2) MAINTENANCE OF CREMATORIUM STRUCTURES IN KISHANPURA JALANDHAR |
| 41 | Dismantling concrete(d) Cement concrete plain1:2:4 mix |
| 42 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent fillingaround masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 43 | Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 44 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 45 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. |
| 46 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 47 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 48 | Centering and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 49 | Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved)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. |
| 50 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge)total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5- 7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.(a) 0.50 mm (+ 0.05 %) thick |
| 51 | B-1 -1 PUBLIC HEALTH |
| 52 | 10 NOS AIR CONDITIONER SYSTEM AT MAINTENANCE OF CREMATORIUM STRUCTURES IN KISHANPURA JALANDHAR |
| 53 | Providing & Installing 3 Star split type (non inverter) wall mounted air conditioner capacity 2.0 tonne with arrangement for installing OD units including connection of inlet and outlet copper tubes (Rate is inclusive of copper pipe 3.00mtrs and cable upto 3.00mtrs length) with proper insulation, cable link between ID unit and OD units stand for OD unit and concealing of Copper pipes and drainage pipe within building and installing charges complete in all respects |
| 54 | AUTOMATIC VOLTAGE STABLIZER: |
| 55 | Supply and erection of Single phase copper wound Automatic voltage stablizer of suitable capacity electronically controlled circuit with input voltage 140-260 volts single phase AC supply and output voltage 220 ± 5% volts single phase AC supply having main silicon core copper wound step up transformer with suitable nos. of turns on primary side and secondary side the transformer should be fully insulated inside the MS sheet box of suitable size. There should be power control relay and single pole MCB (C-curve, 10kA) of suitable capacity complete with internal copper wiring along with amp. meter and volt meter, high voltage cut off 280 volt input (240 volt output) and 90 volt maximum boost and overloading protection to be provided:- |
| 56 | Automatic Voltage Stablizer 5 KVA |
| 57 | Providing laying hard soft copper concealing of copper pipes of dia 5/8 inch (insulation for =5/8 inch) /9.5mm od (insulation = 13m) as per requirement and wall thickness 0.8mm, insulated, 4mm electric wire sheathed 3 core double insulated / taping laying in chase cutting of wall and repairing the same within the building and installing charges complete in all respects |
| 58 | For 2.00 tonne split AC |
| 59 | Cutting holes upto 23cm square through B.B. in cement walls or stone masonary wall in cement for pipes, and making good the same & finishing according to existing finish where required. |
| 60 | Through wall 22.86 cm thick |
| 61 | Providing, laying, jointing, fixing and testing uPVC Pipe with G.I. specials as per ISI-4985, including cost of G.I. specials such as tees, bends, sockets, elbows etc. testing inside building complete. |
| 62 | 25mm i/d |
| 63 | For 2.00 tonne split AC Total in Figures 4955240.0 4955240.0 INR Forty Nine Lakh Fifty Five Thousand Two Hundred & Forty Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
