Items - As per documents
Percentage BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
BoQ_Ver3.0 | Percentage | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
Select, At Par, Excess (+), Less (-) | IOCL | |||||||||||||||||||||||||||||||||||||||||||||||||||||
Tender Inviting Authority: Second-in-Commandant (Engr), SHQ (L&C). ITB Police. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Name of Work: Renovation and Up-gradation of Motor transport Complex of Service and Supply Bn (SS BN) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Contract No: No-ITBP/SHQ (L&C)/ENGG/SSBN/TENDER/2025-269 Dtd. 08.08.2025 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
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 ) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Sl. No. | Item Description | Item Code / Make | Quantity | Units | Estimated Rate in Rs. P | 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 Without Taxes in Rs. P | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
1 | 2 | 3 | 3 | 4 | 5 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 31 | 32 | 33 | 34 | 35 | 36 | 37 | 38 | 39 | 40 | 41 | 42 | 43 | 44 | 45 | 46 | 47 | 48 | 49 | 50 | 51 | 52 | 6 | 54 | 7 |
1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | BI01010001010000000000000515BI0100001113 | 7.3600 | cum | 2064.707 | Excess(+) | 1 | Full Conversion | INR | 15196.24 | 15196.24 | INR Fifteen Thousand One Hundred & Ninety Six and Paise Twenty Four Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
2 | 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 for all lift, as directed by Engineer-in-charge. All kinds of soil | BI01010001010000000000000515BI0100001114 | 65.5100 | cum | 177.891 | Excess(+) | 1 | Full Conversion | INR | 11653.64 | 11653.64 | INR Eleven Thousand Six Hundred & Fifty Three and Paise Sixty Four Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | BI01010001010000000000000515BI0100001115 | 21.0550 | Cum | 196.431 | Excess(+) | 1 | Full Conversion | INR | 4135.85 | 4135.85 | INR Four Thousand One Hundred & Thirty Five and Paise Eighty Five Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | BI01010001010000000000000515BI0100001116 | 3.997080 | cum | 7194.468 | Excess(+) | 1 | Full Conversion | INR | 28756.86 | 28756.86 | INR Twenty Eight Thousand Seven Hundred & Fifty Six and Paise Eighty Six Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001117 | 17.0536 | cum | 7386.789 | Excess(+) | 1 | Full Conversion | INR | 125971.34 | 125971.34 | INR One Lakh Twenty Five Thousand Nine Hundred & Seventy One and Paise Thirty Four Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
6 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). | BI01010001010000000000000515BI0100001118 | 12.5240 | Sqm | 496.831 | Excess(+) | 1 | Full Conversion | INR | 6222.31 | 6222.31 | INR Six Thousand Two Hundred & Twenty Two and Paise Thirty One Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
7 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to 1S: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks | BI01010001010000000000000515BI0100001119 | 17.9768 | Cum | 9320.264 | Excess(+) | 1 | Full Conversion | INR | 167548.52 | 167548.52 | INR One Lakh Sixty Seven Thousand Five Hundred & Forty Eight and Paise Fifty Two Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
8 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | BI01010001010000000000000515BI0100001120 | 20.3400 | Sqm | 750.942 | Excess(+) | 1 | Full Conversion | INR | 15274.16 | 15274.16 | INR Fifteen Thousand Two Hundred & Seventy Four and Paise Sixteen Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
9 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate | BI01010001010000000000000515BI0100001121 | 28.4200 | Sqm | 615.549 | Excess(+) | 1 | Full Conversion | INR | 17493.90 | 17493.90 | INR Seventeen Thousand Four Hundred & Ninety Three and Paise Ninety Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
10 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | BI01010001010000000000000515BI0100001122 | 3.6000 | Cum | 9525.565 | Excess(+) | 1 | Full Conversion | INR | 34292.03 | 34292.03 | INR Thirty Four Thousand Two Hundred & Ninety Two and Paise Three Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
11 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.:All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | BI01010001010000000000000515BI0100001123 | 34.4640 | cum | 9881.994 | Excess(+) | 1 | Full Conversion | INR | 340573.04 | 340573.04 | INR Three Lakh Forty Thousand Five Hundred & Seventy Three and Paise Four Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
12 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete sgm | BI01010001010000000000000515BI0100001124 | 23.0400 | sqm | 393.007 | Excess(+) | 1 | Full Conversion | INR | 9054.88 | 9054.88 | INR Nine Thousand &Fifty Four and Paise Eighty Eight Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
13 | Centering and shuttering including strutting, propping etc Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001125 | 131.8400 | sqm | 929.276 | Excess(+) | 1 | Full Conversion | INR | 122515.75 | 122515.75 | INR One Lakh Twenty Two Thousand Five Hundred & Fifteen and Paise Seventy Five Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
14 | Centering and shuttering including strutting, propping etc Lintels, beams, plinth beams, girders, bressumers and cantilevers | BI01010001010000000000000515BI0100001126 | 90.8800 | sqm | 738.016 | Excess(+) | 1 | Full Conversion | INR | 67070.89 | 67070.89 | INR Sixty Seven Thousand &Seventy and Paise Eighty Nine Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
15 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001127 | 63.6570 | Sqm | 963.4 | Excess(+) | 1 | Full Conversion | INR | 61327.15 | 61327.15 | INR Sixty One Thousand Three Hundred & Twenty Seven and Paise Fifteen Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | BI01010001010000000000000515BI0100001128 | 2988.0240 | kg | 108.088 | Excess(+) | 1 | Full Conversion | INR | 322969.54 | 322969.54 | INR Three Lakh Twenty Two Thousand Nine Hundred & Sixty Nine and Paise Fifty Four Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
17 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. sqm | BI01010001010000000000000515BI0100001129 | 107.7249 | sqm | 980.591 | Excess(+) | 1 | Full Conversion | INR | 105634.07 | 105634.07 | INR One Lakh Five Thousand Six Hundred & Thirty Four and Paise Seven Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
18 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1: 4 (1 cement : 4 coarse sand) : 25 mm thick | BI01010001010000000000000515BI0100001130 | 107.7249 | sqm | 1952.517 | Excess(+) | 1 | Full Conversion | INR | 210334.70 | 210334.70 | INR Two Lakh Ten Thousand Three Hundred & Thirty Four and Paise Seventy Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
19 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | BI01010001010000000000000515BI0100001131 | 4.2600 | sqm | 2359.857 | Excess(+) | 1 | Full Conversion | INR | 10052.99 | 10052.99 | INR Ten Thousand &Fifty Two and Paise Ninety Nine Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
20 | Providing 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 comers. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | BI01010001010000000000000515BI0100001132 | 4.0000 | Each | 221.133 | Excess(+) | 1 | Full Conversion | INR | 884.53 | 884.53 | INR Eight Hundred & Eighty Four and Paise Fifty Three Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
21 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm | BI01010001010000000000000515BI0100001133 | 193.2775 | sqm | 73.561 | Excess(+) | 1 | Full Conversion | INR | 14217.69 | 14217.69 | INR Fourteen Thousand Two Hundred & Seventeen and Paise Sixty Nine Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
22 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily: Double charge vitrified tile polished finish of size: Size of Tile 600 x 1200 mm | BI01010001010000000000000515BI0100001134 | 193.2775 | sqm | 1580.604 | Excess(+) | 1 | Full Conversion | INR | 305495.19 | 305495.19 | INR Three Lakh Five Thousand Four Hundred & Ninety Five and Paise Nineteen Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
23 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: | BI01010001010000000000000515BI0100001135 | 2972.5200 | Sqm | 165.315 | Excess(+) | 1 | Full Conversion | INR | 491402.14 | 491402.14 | INR Four Lakh Ninety One Thousand Four Hundred & Two and Paise Fourteen Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
24 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) 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 Engineerin- 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. | BI01010001010000000000000515BI0100001136 | 3061.6956 | sqm | 740.271 | Excess(+) | 1 | Full Conversion | INR | 2266484.46 | 2266484.46 | INR Twenty Two Lakh Sixty Six Thousand Four Hundred & Eighty Four and Paise Forty Six Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
25 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | BI01010001010000000000000515BI0100001137 | 503.2600 | sqm | 54.765 | Excess(+) | 1 | Full Conversion | INR | 27561.03 | 27561.03 | INR Twenty Seven Thousand Five Hundred & Sixty One and Paise Three Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
26 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | BI01010001010000000000000515BI0100001138 | 1004.7000 | Sqm | 347.81 | Excess(+) | 1 | Full Conversion | INR | 349444.71 | 349444.71 | INR Three Lakh Forty Nine Thousand Four Hundred & Forty Four and Paise Seventy One Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
27 | Providing and fixing factory made uPVC white colour sliding glazed door comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension uPVCextruded glazing beads, uPVC extruded interlock and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if required), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.: 9.147.A4 Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m). | BI01010001010000000000000515BI0100001139 | 4.8000 | sqm | 10898.018 | Excess(+) | 1 | Full Conversion | INR | 52310.49 | 52310.49 | INR Fifty Two Thousand Three Hundred & Ten and Paise Forty Nine Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
28 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | BI01010001010000000000000515BI0100001140 | 4226.3110 | sqm | 25.204 | Excess(+) | 1 | Full Conversion | INR | 106519.94 | 106519.94 | INR One Lakh Six Thousand Five Hundred & Nineteen and Paise Ninety Four Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
29 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | BI01010001010000000000000515BI0100001141 | 4226.3110 | sqm | 74.109 | Excess(+) | 1 | Full Conversion | INR | 313207.68 | 313207.68 | INR Three Lakh Thirteen Thousand Two Hundred & Seven and Paise Sixty Eight Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
30 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats | BI01010001010000000000000515BI0100001142 | 2234.8640 | Sqm | 143.108 | Excess(+) | 1 | Full Conversion | INR | 319826.92 | 319826.92 | INR Three Lakh Nineteen Thousand Eight Hundred & Twenty Six and Paise Ninety Two Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
31 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface | BI01010001010000000000000515BI0100001143 | 2117.7750 | Sqm | 131.583 | Excess(+) | 1 | Full Conversion | INR | 278663.19 | 278663.19 | INR Two Lakh Seventy Eight Thousand Six Hundred & Sixty Three and Paise Nineteen Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
32 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | BI01010001010000000000000515BI0100001144 | 1004.7000 | Sqm | 156.395 | Excess(+) | 1 | Full Conversion | INR | 157130.06 | 157130.06 | INR One Lakh Fifty Seven Thousand One Hundred & Thirty and Paise Six Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
33 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture sqm | BI01010001010000000000000515BI0100001145 | 82.9200 | sqm | 226.745 | Excess(+) | 1 | Full Conversion | INR | 18801.70 | 18801.70 | INR Eighteen Thousand Eight Hundred & One and Paise Seventy Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
34 | 13.50 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | BI01010001010000000000000515BI0100001146 | 2147.9379 | sqm | 67.548 | Excess(+) | 1 | Full Conversion | INR | 145088.91 | 145088.91 | INR One Lakh Forty Five Thousand &Eighty Eight and Paise Ninety One Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
35 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : Two or more coats on new work | BI01010001010000000000000515BI0100001147 | 2147.9379 | sqm | 140.554 | Excess(+) | 1 | Full Conversion | INR | 301901.26 | 301901.26 | INR Three Lakh One Thousand Nine Hundred & One and Paise Twenty Six Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
36 | Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | BI01010001010000000000000515BI0100001148 | 168.0000 | sqm | 105.585 | Excess(+) | 1 | Full Conversion | INR | 17738.28 | 17738.28 | INR Seventeen Thousand Seven Hundred & Thirty Eight and Paise Twenty Eight Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
37 | Demolishing mud phaska in terracing and disposal of material within 50 metres lead. | BI01010001010000000000000515BI0100001149 | 16.8000 | cum | 916.298 | Excess(+) | 1 | Full Conversion | INR | 15393.81 | 15393.81 | INR Fifteen Thousand Three Hundred & Ninety Three and Paise Eighty One Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
38 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | BI01010001010000000000000515BI0100001150 | 168.0000 | Sqm | 690.409 | Excess(+) | 1 | Full Conversion | INR | 115988.71 | 115988.71 | INR One Lakh Fifteen Thousand Nine Hundred & Eighty Eight and Paise Seventy One Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
39 | Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth and upto floor five level. | BI01010001010000000000000515BI0100001151 | 168.0000 | Sqm | 887.386 | Excess(+) | 1 | Full Conversion | INR | 149080.85 | 149080.85 | INR One Lakh Forty Nine Thousand &Eighty and Paise Eighty Five Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
40 | Steel 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. Hot finished welded type tubes | BI01010001010000000000000515BI0100001152 | 1886.9950 | KG | 194.825 | Excess(+) | 1 | Full Conversion | INR | 367633.80 | 367633.80 | INR Three Lakh Sixty Seven Thousand Six Hundred & Thirty Three and Paise Eighty Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
41 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 50mm average thickness :50mm average thickness | BI01010001010000000000000515BI0100001153 | 13.2570 | Sqm | 256.913 | Excess(+) | 1 | Full Conversion | INR | 3405.90 | 3405.90 | INR Three Thousand Four Hundred & Five and Paise Ninety Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
42 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In- Charge. : Bars upto 12mm diameter | BI01010001010000000000000515BI0100001154 | 92.7990 | Rmt | 8.271 | Excess(+) | 1 | Full Conversion | INR | 767.54 | 767.54 | INR Seven Hundred & Sixty Seven and Paise Fifty Four Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
43 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In- Charge. :Bars above 12 mm diameter | BI01010001010000000000000515BI0100001155 | 92.7990 | Rmt | 16.49 | Excess(+) | 1 | Full Conversion | INR | 1530.26 | 1530.26 | INR One Thousand Five Hundred & Thirty and Paise Twenty Six Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
44 | SBR latex: Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of EngineerIn-charge complete in all respect. SBR Polymer (@10% of cement weight) modified cementitious bond coat @2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | BI01010001010000000000000515BI0100001156 | 13.2570 | sqm | 141.512 | Excess(+) | 1 | Full Conversion | INR | 1876.02 | 1876.02 | INR One Thousand Eight Hundred & Seventy Six and Paise Two Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
45 | Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineer- in-Charge Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a bluntmetal instrument. 25 mm thick in Grade M25 with cement content not less than 330 kg per cum | BI01010001010000000000000515BI0100001157 | 18.0000 | sqm | 748.532 | Excess(+) | 1 | Full Conversion | INR | 13473.58 | 13473.58 | INR Thirteen Thousand Four Hundred & Seventy Three and Paise Fifty Eight Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
46 | Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineer- in-Charge Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument. 50 mm thick in Grade M25 with cement content not less than 330 kg per cum | BI01010001010000000000000515BI0100001158 | 9.0000 | sqm | 1153.569 | Excess(+) | 1 | Full Conversion | INR | 10382.12 | 10382.12 | INR Ten Thousand Three Hundred & Eighty Two and Paise Twelve Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
47 | Protecting of reinforcement :- Removal of loose concrete upto 20mm beyond reinfrocement and treating the exposed reinforcement with ruste remover and then treat the steel with epoxy based zinc rich anti corrosive coating over the steel rebars. The zinch rich primer shall be applied at 40 microns dry film thickness and shall have salt spray resistance of <5 mg for 96 hours as per ASTM B-117 and adhesive bond strength > 1.5 MPa as per ASTM D4541,etc,complete. : Bars upto 12 mm diameter | BI01010001010000000000000515BI0100001159 | 92.7990 | Sqm | 21.3 | Excess(+) | 1 | Full Conversion | INR | 1976.62 | 1976.62 | INR One Thousand Nine Hundred & Seventy Six and Paise Sixty Two Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
48 | Protecting of reinforcement :- Removal of loose concrete upto 20mm beyond reinfrocement and treating the exposed reinforcement with ruste remover and then treat the steel with epoxy based zinc rich anti corrosive coating over the steel rebars. The zinch rich primer shall be applied at 40 microns dry film thickness and shall have salt spray resistance of <5 mg for 96 hours as per ASTM B-117 and adhesive bond strength > 1.5 MPa as per ASTM D4541,etc,complete. :Bars above 12mm diameter | BI01010001010000000000000515BI0100001160 | 92.7990 | Sqm | 28.6 | Excess(+) | 1 | Full Conversion | INR | 2654.05 | 2654.05 | INR Two Thousand Six Hundred & Fifty Four and Paise Five Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
49 | Nozzles: Providing and inserting 12mm dia. Galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direcction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001161 | 14.0000 | Nos | 237.415 | Excess(+) | 1 | Full Conversion | INR | 3323.81 | 3323.81 | INR Three Thousand Three Hundred & Twenty Three and Paise Eighty One Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
50 | Epoxy Grout: Make "v" groove along length of crack, remove all dust and loose particles and place injection ports at spacing of 200 to 500mm center to center spacing depending on porosity of substrate, seal the cracks with epoxy putty followed by pressure grouting with low viscous solvent free two component epoxy resin having density of 1050 kg/m3. The epoxy injecting materials shall have viscocity < 0.6 poise as per ASTM D1200, compressive strength > 80 MPa as per ASTM D 695 and bond strength > 4 MPa as per ASTM C882, etc, complete. Product used shall have CE (CE-29842) marking and compliance according to Construction Products Directive 89/106/EEC (CPD) Mixing of material : Mixing material components in required quantities as per manufacture's instruction. | BI01010001010000000000000515BI0100001162 | 1.7500 | Kg | 1462.5 | Excess(+) | 1 | Full Conversion | INR | 2559.38 | 2559.38 | INR Two Thousand Five Hundred & Fifty Nine and Paise Thirty Eight Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
51 | Rebar Anchoring: Providing and fixing Rebar 300mm deep with high performance pure rasin cartridge system as per structural drawing, manufactures instructions and as instructed by project manager for anchoring of reinforcement bars. Rate to include cost of drilling by mechanical means in concrete, cleaning the drilled holes, insertion of Pure Epoxy Chemical, placing rebar and allow adhesive to cure.Heavy Duty rebarring chemical Pure Epoxy Chemical anchor grout shall have ETA approval from DIBt. The epoxy chemical should have working life period of 50 or 100 years as per ETA certification from DIBt. The epoxy chemical should have the following properties and approvals. Fire resistance of 120 minutes tested in accordance with ETA from DIBt (DIN EN 1363-1:2012) and Technical Report TR 020. Water Tightness of "0" mm under 5 bar of water pressure in accordance with EN 12390-8:2019 is must. The chemical should have ETA approval from DIBt for Diamond Drilling. LEED certification and compliance for LEED V4 in accordance with ISO 16000, EN 16516, CDPH 01350, ASTM D2369 and EPA method 24 testing standards: | BI01010001010000000000000515BI0100001163 | 23.0000 | Nos | 286 | Excess(+) | 1 | Full Conversion | INR | 6578.00 | 6578.00 | INR Six Thousand Five Hundred & Seventy Eight Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
52 | Micro-Concrete: Provide and apply single-component, free-flowing, non-shrink cementitious microconcrete at a water-to-powder ratio of 0.15. The microconcrete should have a fresh wet density of 2200 kg/m³ at 27°C and an unrestrained expansion of 1 to 4% as per ASTM C827. It must achieve a flowable consistency and compressive strength of not less than 10 N/mm² after 24 hours, 35 N/mm² after 7 days, and 45 N/mm² after 28 days at 30°C. The cured microconcrete shall be free from metallic aggregates and chlorides, and it must be shrinkage-compensated in the plastic state. Payment will be based on the consumed dry material of the microconcrete mix. | BI01010001010000000000000515BI0100001164 | 3.9771 | Cum | 52000 | Excess(+) | 1 | Full Conversion | INR | 206809.20 | 206809.20 | INR Two Lakh Six Thousand Eight Hundred & Nine and Paise Twenty Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
53 | DRY MIX CONCRETE: Providing and laying self compacted ready mix DRY Mix cement concrete in position manufactured in fully automatic batching plant and transported to site of work ,manufactured as per approved mix design of specified grade for reinforced cement concrete work, excluding the cost of centring, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions, improve retention and workability without impairing strength and durability as per direction of the Engineer - in - charge (for all locations, levels, heights and depths). including bonding agent at construction joint grade of concrete M-40 | BI01010001010000000000000515BI0100001165 | 9.2799 | Cum | 35000 | Excess(+) | 1 | Full Conversion | INR | 324796.50 | 324796.50 | INR Three Lakh Twenty Four Thousand Seven Hundred & Ninety Six and Paise Fifty Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
54 | Strengthening structural elements with carbon Fabric Reinforced Cementitious matrix (FRCM): a of specially treated carbon fabric (200 GSM mesh with minimum 1 cm x 1 cm openings) in between reinforced with high strength M40 grade compatible cementitious matrix to form a (FRCM) 10 mm thick carbon fiber reinforced Composite system for RCC structural repair including, Surface preparation: Grinding/ moulding concrete substrate, cleaning it with wire brush removing oil, laitance if present, rounding sharp edges to min 25 mm radius etc. complete. Filling the holes and uneven surface with cementitious thixotropic putty/ repair mortar etc. complete Applying the mesh to structural element at desired orientation using cementitious matrix between layers of 4 to 5 mm thick matrix as per manufacturers specifications repeat the same procedure for multiple layers(if any) (Mode of measurement: surface area of Fiber Consumed) Material | BI01010001010000000000000515BI0100001166 | 9.0000 | Sqm | 4000 | Excess(+) | 1 | Full Conversion | INR | 36000.00 | 36000.00 | INR Thirty Six Thousand Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
55 | Curing Compound: Supply & Apply Curing compound which shall be White pigmented / non pigmented Class B based as per ASTM C309 and shall be able to retain the moisture in treated concrete and restrict the water loss to 0.55kg / sq.m when tested as per ASTM C156. The curing compound shall have a reflectance of greater than 60% when tested as per ASTM E1347. | BI01010001010000000000000515BI0100001167 | 13.2600 | Sqm | 173.5 | Excess(+) | 1 | Full Conversion | INR | 2300.61 | 2300.61 | INR Two Thousand Three Hundred and Paise Sixty One Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
56 | Elastomeric & Decorative acrylic waterproofing coating for exterior walls:- ASTM D412-02, ASTM E96, ASTM C1202-97, ASTM D 4587, ASTM C836. Wallguard provides acrylic elastomeric coating with inherent crack-bridging ability. Wallguard is water based polymer coating composed of high quality acrylic polymer, with weather resistant pigments, properly selected & graded fine filler . Complete as per direction of engineer in-charge Approved | BI01010001010000000000000515BI0100001168 | 512.0000 | sqm | 450 | Excess(+) | 1 | Full Conversion | INR | 230400.00 | 230400.00 | INR Two Lakh Thirty Thousand Four Hundred Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
57 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required:25 mm | BI01010001010000000000000515BI0100001169 | 500.0000 | Metre | 145.323 | Excess(+) | 1 | Full Conversion | INR | 72661.50 | 72661.50 | INR Seventy Two Thousand Six Hundred & Sixty One and Paise Fifty Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
58 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required:40 mm | BI01010001010000000000000515BI0100001170 | 196.0000 | Metre | 228.495 | Excess(+) | 1 | Full Conversion | INR | 44785.02 | 44785.02 | INR Forty Four Thousand Seven Hundred & Eighty Five and Paise Two Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
59 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.:Group C | BI01010001010000000000000515BI0100001171 | 36.0000 | Point | 1849.046 | Excess(+) | 1 | Full Conversion | INR | 66565.66 | 66565.66 | INR Sixty Six Thousand Five Hundred & Sixty Five and Paise Sixty Six Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
60 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. | BI01010001010000000000000515BI0100001172 | 412.0000 | Metre | 334.729 | Excess(+) | 1 | Full Conversion | INR | 137908.35 | 137908.35 | INR One Lakh Thirty Seven Thousand Nine Hundred & Eight and Paise Thirty Five Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
61 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.15/16 A switch | BI01010001010000000000000515BI0100001173 | 22.0000 | Each | 156.344 | Excess(+) | 1 | Full Conversion | INR | 3439.57 | 3439.57 | INR Three Thousand Four Hundred & Thirty Nine and Paise Fifty Seven Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
62 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. : 6 pin 15/16 A socket outlet | BI01010001010000000000000515BI0100001174 | 8.0000 | Each | 197.43 | Excess(+) | 1 | Full Conversion | INR | 1579.44 | 1579.44 | INR One Thousand Five Hundred & Seventy Nine and Paise Forty Four Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
63 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 16 way , Double door | BI01010001010000000000000515BI0100001175 | 4.0000 | Each | 3147.876 | Excess(+) | 1 | Full Conversion | INR | 12591.50 | 12591.50 | INR Twelve Thousand Five Hundred & Ninety One and Paise Fifty Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
64 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 100 A, 16 KA,TPMCCB | BI01010001010000000000000515BI0100001176 | 4.0000 | Each | 3785.271 | Excess(+) | 1 | Full Conversion | INR | 15141.08 | 15141.08 | INR Fifteen Thousand One Hundred & Forty One and Paise Eight Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
65 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 A | BI01010001010000000000000515BI0100001177 | 4.0000 | Each | 528.153 | Excess(+) | 1 | Full Conversion | INR | 2112.61 | 2112.61 | INR Two Thousand One Hundred & Twelve and Paise Sixty One Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
66 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole | BI01010001010000000000000515BI0100001178 | 50.0000 | Each | 256.563 | Excess(+) | 1 | Full Conversion | INR | 12828.15 | 12828.15 | INR Twelve Thousand Eight Hundred & Twenty Eight and Paise Fifteen Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
67 | Providing and Installation of Heavy duty exhaust fan Havells Turboforce 450 mm grey: (FHEHDTPDB180) or equivalent of (Philips/Bajaj/Orient) having same specification in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. as approved by engineer in charge | BI01010001010000000000000515BI0100001179 | 2.0000 | Each | 11606.926 | Excess(+) | 1 | Full Conversion | INR | 23213.85 | 23213.85 | INR Twenty Three Thousand Two Hundred & Thirteen and Paise Eighty Five Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
68 | SITC of Havells LED Pride Ultra NXT Batten 25 W 6500 K (LHEXAZP7PN1W025) or equivalent make (Bajaj/Philips/Orient) having same specification with complete fitting | BI01010001010000000000000515BI0100001180 | 112.0000 | Each | 389.464 | Excess(+) | 1 | Full Conversion | INR | 43619.97 | 43619.97 | INR Forty Three Thousand Six Hundred & Nineteen and Paise Ninety Seven Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
69 | SITC of Havells Neo 6K IP66, 100W LED Flood Light, or equivalent make (Bajaj/Philips/Orient) having same specification with complete fitting | BI01010001010000000000000515BI0100001181 | 10.0000 | Each | 4652.766 | Excess(+) | 1 | Full Conversion | INR | 46527.66 | 46527.66 | INR Forty Six Thousand Five Hundred & Twenty Seven and Paise Sixty Six Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
Total in Figures | 8822661.16 | 8822661.16 | INR Eighty Eight Lakh Twenty Two Thousand Six Hundred & Sixty One and Paise Sixteen Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||||||||||
Quoted Rate in Figures | Select | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
Quoted Rate in Words | INR Zero Only |
Andaman & Nicobar Tenders |Andhra Pradesh Tenders |Arunachal Pradesh Tenders |Assam Tenders |Bihar Tenders |Chandigarh Tenders |Chhattisgarh Tenders |Dadra & Nagar Haveli Tenders |Daman & Diu Tenders |Delhi Tenders |Goa Tenders |Gujarat Tenders |Haryana Tenders |Himachal Pradesh Tenders |Jammu & Kashmir Tenders |Jharkhand Tenders |Karnataka Tenders |Kerala Tenders |Ladakh Tenders |Lakshadweep Tenders |Madhya Pradesh Tenders |Maharashtra Tenders |Manipur Tenders |Meghalaya Tenders |Mizoram Tenders |Nagaland Tenders |Odisha Tenders |Pondicherry Tenders |Punjab Tenders |Rajasthan Tenders |Sikkim Tenders |Tamil Nadu Tenders |Telangana Tenders |Tripura Tenders |Uttarakhand Tenders |Uttar Pradesh Tenders |West Bengal Tenders |