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Tender Value
₹3.9 Cr
EMD Value
₹3.4 L
Closing Date
6 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
ADEN HQ
14 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less: where V= Advertised value of the tender in crores of Rupees. N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfillment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a work contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.
Defination of Similar Work :- Construction of buildings/quarters work. Note:- Zone works for repair maintenance of service building/residential quarter will not be considered similar work as "Construction of building/quarters work."
20 conditions · 1 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
General Conditions of the Contract (GCC), 2022 is applicable to this contract.
Non-compliance with any of the conditions set forth therein above is liable to result in the tender being rejected.
It shall not be obligatory on the said authority to accept the lowest tender and no tenderer/tenderers shall demand any explanation for the cause of rejection of his/their tender.
If the tenderers deliberately gives/give wrong information in his/their tender or creates/create circumstances for the acceptance of his/their tender, the Railway reserves the right to reject such tender at any stage.
If the tenderer/s expires after the submission of his/their tender or after the acceptance of his tender, the Rly. shall deem such tender as cancelled. If a partner of a firm expires after the submission of their tender or after the acceptance of their tender, the Railway shall deem such tender as cancelled unless the firm retains its character.
Creation/Augmentation/Upgradation of facilities for maintenance of electric locos & advanced inspection center for various facilities at Diesel Shed BGKT
162OF2025-26~NWR
162OF2025-26
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹3.4 L
6 Feb 2026
13 Jan 2026
23 Jan 2026
183 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 143 | 217.16 | 31,053.88 |
| 2 | All kinds of soil. | cum | 1538 | 286.85 | 4,41,175.3 |
| 3 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 500 | 417.35 | 2,08,675 |
| 4 | 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 m and lift upto 1.5 m. | cum | 401 | 253.95 | 1,01,833.95 |
| 5 | All kinds of soil | cum | 140 | 104.5 | 14,630 |
| 6 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 1000 | 7.4 | 7,400 |
| 7 | 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 144 | 7,783.65 | 11,20,845.6 |
| 8 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 7 | 7,365.15 | 51,556.05 |
| 9 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 37 | 6,833.4 | 2,52,835.8 |
| 10 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 66 | 6,670.25 | 4,40,236.5 |
| 11 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 683.5 | 6,326.05 | 43,23,855.18 |
| 12 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 2 | 9,375.2 | 18,750.4 |
| 13 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 5 | 669.55 | 3,347.75 |
| 14 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 72 | 8,364.2 | 6,02,222.4 |
| 15 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 10 | 10,185.05 | 1,01,850.5 |
| 16 | cum | 142 | 10,719.3 | 15,22,140.6 | |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 778 | 307.95 | 2,39,585.1 |
| 18 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 510 | 766.55 | 3,90,940.5 |
| 19 | Shelves (Cast in situ) | Sqm | 115 | 766.55 | 88,153.25 |
| 20 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 200 | 608.35 | 1,21,670 |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 144 | 804.25 | 1,15,812 |
| 22 | Arches, domes, vaults up to 6 m span | Sqm | 20 | 1,826.25 | 36,525 |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 23000 | 89.65 | 20,61,950 |
| 24 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 25850 | 89.65 | 23,17,452.5 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 8,683.8 | 8,68,380 |
| 26 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 1 | 688.45 | 688.45 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 26 | 6,658.25 | 1,73,114.5 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1 | 8,288.35 | 8,288.35 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 317 | 6,653.45 | 21,09,143.65 |
| 30 | Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1 | 9,508.65 | 9,508.65 |
| 31 | Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand) | cum | 435 | 8,974.5 | 39,03,907.5 |
| 32 | Square or rectangular pillars | cum | 2 | 873.05 | 1,746.1 |
| 33 | White sand stone | cum | 12 | 73,288 | 8,79,456 |
| 34 | White sand stone | cum | 15 | 92,223 | 13,83,345 |
| 35 | Triangular or Square or rectangular pillars | cum | 2 | 3,319 | 6,638 |
| 36 | Circular or polygonal pillars | cum | 2 | 9,403 | 18,806 |
| 37 | Extra for stone work ashlar sunk or moulded in cornices. | per metre per cm girth (60cm deep) | 12 | 249.95 | 2,999.4 |
| 38 | White sand stone | cum | .3 | 94,383.7 | 28,315.11 |
| 39 | Granite work | Metre | 2 | 418.85 | 837.7 |
| 40 | Providing 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. | Sqm | 320 | 1,063.45 | 3,40,304 |
| 41 | Sal wood | cum | 4.3 | 1,06,720.85 | 4,58,899.66 |
| 42 | 35 mm thick shutters | Sqm | 1 | 3,704.45 | 3,704.45 |
| 43 | Second class teak wood | Sqm | 1 | 2,998.3 | 2,998.3 |
| 44 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 40 | 2,231.2 | 89,248 |
| 45 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 50 | 1,521.6 | 76,080 |
| 46 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 2 | 3,086.1 | 6,172.2 |
| 47 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 80 | 2,818.5 | 2,25,480 |
| 48 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 1 | 1,881.95 | 1,881.95 |
| 49 | On one side only | Sqm | 80 | 408.05 | 32,644 |
| 50 | Second class teak wood | Sqm | 52 | 4,342.3 | 2,25,799.6 |
| 51 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2130 | 197.7 | 4,21,101 |
| 52 | With 12 mm mild steel U beading | Sqm | 1 | 812.4 | 812.4 |
| 53 | 250x16 mm | Each | 31 | 165.9 | 5,142.9 |
| 54 | 200x10 mm | Each | 1 | 61.05 | 61.05 |
| 55 | 150x10 mm | Each | 120 | 53.05 | 6,366 |
| 56 | 125 mm | Each | 1 | 35.2 | 35.2 |
| 57 | 100 mm | Each | 100 | 28.25 | 2,825 |
| 58 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 2 | 856.3 | 1,712.6 |
| 59 | Extruded section profile size 48x40 mm | Metre | 15 | 232.55 | 3,488.25 |
| 60 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (+/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (+/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 6 | 2,008.55 | 12,051.3 |
| 61 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 16 | 408.25 | 6,532 |
| 62 | 30 mm thick plain PVC door shutters | Sqm | 4 | 2,455.1 | 9,820.4 |
| 63 | With 2nd class teak wood beading 62X19 mm | Sqm | 1 | 1,404.25 | 1,404.25 |
| 64 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 50 | 10,030.3 | 5,01,515 |
| 65 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 12500 | 93.05 | 11,63,125 |
| 66 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 56150 | 111.95 | 62,85,992.5 |
| 67 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 4 | 4,781.15 | 19,124.6 |
| 68 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 16 | 185.95 | 2,975.2 |
| 69 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 3672 | 88.5 | 3,24,972 |
| 70 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 590 | 142.3 | 83,957 |
| 71 | Providing 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, fasteners etc.). | Kg | 15 | 612.25 | 9,183.75 |
| 72 | Galvanised M.S. Wire gauge with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 10 | 732.2 | 7,322 |
| 73 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 256 | 545 | 1,39,520 |
| 74 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 2230 | 928.65 | 20,70,889.5 |
| 75 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 72 | 7,958.65 | 5,73,022.8 |
| 76 | Light shade pigment using white cement | Sqm | 90 | 1,233.05 | 1,10,974.5 |
| 77 | 25 mm thick | Sqm | 90 | 1,706.6 | 1,53,594 |
| 78 | 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. | Sqm | 1 | 2,038.55 | 2,038.55 |
| 79 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 50 | 935.6 | 46,780 |
| 80 | Size of Tile 600x600 mm | Sqm | 80 | 1,416.65 | 1,13,332 |
| 81 | Size of Tile 800 x 800 mm | Sqm | 330 | 1,544.2 | 5,09,586 |
| 82 | Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement, all complete as per direction of Engineer-in- charge. | Sqm | 50 | 815.45 | 40,772.5 |
| 83 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 18 | 3,908.8 | 70,358.4 |
| 84 | In 75x75 mm deep chase | Metre | 156 | 260.2 | 40,591.2 |
| 85 | 110 mm diameter | Metre | 84 | 319.75 | 26,859 |
| 86 | 110x110x110 mm | Each | 12 | 205.45 | 2,465.4 |
| 87 | 110x110x110 mm | Each | 10 | 190.75 | 1,907.5 |
| 88 | 110 mm bend | Each | 11 | 132 | 1,452 |
| 89 | 110 mm Shoe | Each | 11 | 115.95 | 1,275.45 |
| 90 | 110 mm | Each | 20 | 309.5 | 6,190 |
| 91 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 60 | 1,179.25 | 70,755 |
| 92 | 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 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. | Sqm | 740 | 671.55 | 4,96,947 |
| 93 | 1:6 (1 cement: 6 fine sand) | Sqm | 460 | 282 | 1,29,720 |
| 94 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 1056 | 442.75 | 4,67,544 |
| 95 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. | Sqm | 6 | 334.2 | 2,005.2 |
| 96 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 110 | 214.3 | 23,573 |
| 97 | Flush/ Ruled pointing | Sqm | 550 | 319.35 | 1,75,642.5 |
| 98 | Flush/ Ruled pointing | Sqm | 42 | 177.85 | 7,469.7 |
| 99 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 510 | 162.55 | 82,900.5 |
| 100 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 510 | 97.6 | 49,776 |
| 101 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 46 | 144.9 | 6,665.4 |
| 102 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 16 | 55.5 | 888 |
| 103 | Two or more coats on new work | Sqm | 280 | 131.45 | 36,806 |
| 104 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 800 | 5.05 | 4,040 |
| 105 | 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. | Sqm | 1540 | 123.85 | 1,90,729 |
| 106 | Two coats | Sqm | 160 | 90.05 | 14,408 |
| 107 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 220 | 16.35 | 3,597 |
| 108 | One or more coats on old work | Sqm | 1026 | 90.85 | 93,212.1 |
| 109 | One or more coats on old work | Sqm | 120 | 86.55 | 10,386 |
| 110 | Re-lettering with black Japan paint of approved brand and manufacture. | per letter per cm height | 48 | 3.2 | 153.6 |
| 111 | One or more coats on old work | Sqm | 210 | 50.6 | 10,626 |
| 112 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 274 | 111.6 | 30,578.4 |
| 113 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 3 | 462.3 | 1,386.9 |
| 114 | Door chowkhats | Each | 5 | 1,505.3 | 7,526.5 |
| 115 | Window chowkhats | Each | 1 | 948.05 | 948.05 |
| 116 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | Sqm | 100 | 59.75 | 5,975 |
| 117 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) | Litre | 1400 | 0.4 | 560 |
| 118 | Orissa pattern W.C Pan of size 580x440 mm | Each | 1 | 3,850.65 | 3,850.65 |
| 119 | 3 mm thick | Sqm | 54 | 563.5 | 30,429 |
| 120 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 252 | 2,007.1 | 5,05,789.2 |
| 121 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 240 | 1,239.6 | 2,97,504 |
| 122 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 45 | 2,928.1 | 1,31,764.5 |
| 123 | In lime mortar | cum | 50 | 954.8 | 47,740 |
| 124 | In cement mortar | cum | 1 | 2,027.1 | 2,027.1 |
| 125 | Of area 3 sq. metres and below | Each | 1 | 302.7 | 302.7 |
| 126 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 993.6 | 219.35 | 2,17,946.16 |
| 127 | Cement concrete prepared with batch mixing machine | cum | 60 | 9,492.9 | 5,69,574 |
| 128 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 50 | 8,613.55 | 4,30,677.5 |
| 129 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 15 | 8,277.55 | 1,24,163.25 |
| 130 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 2330 | 1,011.2 | 23,56,096 |
| 131 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 5,781.35 | 28,906.75 |
| 132 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 5,540.55 | 27,702.75 |
| 133 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 5 | 2,275 | 11,375 |
| 134 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 4 | 2,040.85 | 8,163.4 |
| 135 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 2 | 1,500.05 | 3,000.1 |
| 136 | 510x1040 mm bowl depth 250 mm | Each | 5 | 6,008.45 | 30,042.25 |
| 137 | 610x460 mm bowl depth 200 mm | Each | 1 | 3,337.85 | 3,337.85 |
| 138 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 4 | 299.35 | 1,197.4 |
| 139 | 10 litre capacity - White | Each | 1 | 1,023.05 | 1,023.05 |
| 140 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia | Each | 6 | 6,119.15 | 36,714.9 |
| 141 | 32 mm dia | Each | 12 | 104.35 | 1,252.2 |
| 142 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 5 | 1,411.15 | 7,055.75 |
| 143 | Rectangular shape 453x357 mm | Each | 2 | 1,158.95 | 2,317.9 |
| 144 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 4 | 942.15 | 3,768.6 |
| 145 | C.P. brass | Each | 5 | 680.8 | 3,404 |
| 146 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 80 | 1,018.05 | 81,444 |
| 147 | Sand cast iron S&S as per IS - 1729 | Each | 5 | 412.95 | 2,064.75 |
| 148 | Sand cast iron S&S as per iron 1729 | Each | 5 | 620.35 | 3,101.75 |
| 149 | Sand cast iron S&S as per IS - 1729 | Each | 12 | 392.9 | 4,714.8 |
| 150 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 5 | 146.3 | 731.5 |
| 151 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 5 | 204.7 | 1,023.5 |
| 152 | 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. | Each | 5 | 600.35 | 3,001.75 |
| 153 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 16 | 654.65 | 10,474.4 |
| 154 | PN - 10 Pipe, 90 mm OD (SDR-11) | Metre | 14 | 1,223.9 | 17,134.6 |
| 155 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 500 | 1,689.5 | 8,44,750 |
| 156 | 15 mm nominal dia Pipes | Metre | 68 | 441.15 | 29,998.2 |
| 157 | 20 mm nominal dia Pipes | Metre | 60 | 513.75 | 30,825 |
| 158 | 25 mm nominal dia Pipes | Metre | 48 | 626.05 | 30,050.4 |
| 159 | 32 mm nominal dia Pipes | Metre | 2 | 712.75 | 1,425.5 |
| 160 | 15 mm nominal dia Pipes | Metre | 50 | 221.35 | 11,067.5 |
| 161 | 25 mm nominal dia Pipes | Metre | 80 | 370.65 | 29,652 |
| 162 | 25 to 40 mm nominal bore | Each | 5 | 757.1 | 3,785.5 |
| 163 | 15 mm nominal bore | Each | 12 | 303.85 | 3,646.2 |
| 164 | 25 mm nominal bore | Each | 8 | 532.35 | 4,258.8 |
| 165 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. | Litre | 6120 | 9.7 | 59,364 |
| 166 | 15 mm nominal bore | Each | 5 | 434.2 | 2,171 |
| 167 | 15 mm nominal bore | Each | 2 | 715.05 | 1,430.1 |
| 168 | 15 mm nominal bore | Each | 2 | 708.4 | 1,416.8 |
| 169 | 15 mm nominal bore | Each | 6 | 594.75 | 3,568.5 |
| 170 | 15mm nominal bore | Each | 14 | 500.35 | 7,004.9 |
| 171 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 2 | 161.55 | 323.1 |
| 172 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 1 | 106.15 | 106.15 |
| 173 | Providing 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. | Each | 1 | 96.75 | 96.75 |
| 174 | 150 mm diameter | Metre | 50 | 591.4 | 29,570 |
| 175 | 150 mm diameter S.W. pipe | Metre | 10 | 1,095.15 | 10,951.5 |
| 176 | 150 mm diameter S.W. pipe | Metre | 40 | 689.75 | 27,590 |
| 177 | Circular shape 560 mm internal diameter | Each | 2 | 1,494.2 | 2,988.4 |
| 178 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 20 | 433.95 | 8,679 |
| 179 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 24 | 531.8 | 12,763.2 |
| 180 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 1 | 965.1 | 965.1 |
| 181 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 1 | 1,019.8 | 1,019.8 |
| 182 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 8 | 560.85 | 4,486.8 |
| 183 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 81 | 7,510.75 | 6,08,370.75 |
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