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Tender Value
₹23.0 Cr
EMD Value
₹46.1 L
Closing Date
9 Apr 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
Yes
25/03/2026 11:30
Lowest to Highest
90 days
Expenditure
Capital (Works)
ENGG.
16 conditions · 5 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.
Similar nature of work for Engineering work is defined as "Construction of Building"
Regarding technical and financial eligibility criteria, scanned copies of supportive documents/certificates from competent officials are to be submitted along with their offer.
Scanned copies of documents in support of formation/registration of the company/firm/legal authorization of the person to deal with the tender/notarized/registered copies of the documents wherever required as per tender conditions are to be submitted along with offer
(a)The tenderer must have successfully completed/substantially completed any of the following 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 each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of 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/substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works , each costing not less than the amount equal to 40% of advertised value of each component of tender, or a One similar work, each costing not less than the amount equal to 60% of advertised value of each component of tender.
5 conditions · 2 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.
A statement showing construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) taking into account the completed as well as work in progress as per IRGCC 2022 on the letter head of Chartered Accountant, to evaluate bid capacity of the tenderer (Mandatory for tender value more than Rs. 10 Crores). In case of JV firm details of construction works executed by each member of JV is required to be submitted
The tenderer shall posses valid Electrical Contractor License (issued by Govt. Electrical Licensing Board). If the tenderer does not posses valid Electrical Contractor License themselves, they shall execute the electrical portion of the work under supervision of competent person having valid Electrical Contractor License. In case the electrical portion of the work is being executed under supervision of competent person having valid electrical Contractor License, copy of the valid Electrical license should be submitted to CPM/GSU/Ajmer by the main contractor before commencement of Electrical portion of the work. Note: The submitted/uploaded license must be valid on the date of tender opening to consider as eligible offer.
The tenderer should submit the List of works on hand, existing commitments and balance amount of ongoing works as per proforma given in 'Annexure-V to evaluate bid capacity of the tenderer, duly verified by the Chartered accountant (Mandatory for tender value more than Rs. 10 crores)
Construction of office building, scrap yard shed, approach road, dismantling of existing structure, and extension of Sick line shed, dismantling of track , track work for pit and other miscellaneous works ( including Electric general work) in c/w up-gradation of maintenance facilities at coaching depot Madar for Vande Bharat Maintenance
GSUAII-VB-MD-2026-01
GSUAII-VB-MD-2026-01
Open
Works - General
15 Months
Ajmer, Rajasthan
₹0
₹46.1 L
9 Apr 2026
18 Mar 2026
26 Mar 2026
25 Mar 2026
260 items across 9 schedules · ₹2,46,33,443.95 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 850 | 261.35 | 2,22,147.5 |
| 2 | All kinds of soil | cum | 1900 | 177.5 | 3,37,250 |
| 3 | All kinds of soil. | cum | 3350 | 260.3 | 8,72,005 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 1380 | 196 | 2,70,480 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 675 | 700.5 | 4,72,837.5 |
| 6 | All kinds of soil | cum | 505 | 126.8 | 64,034 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 435 | 2,123.75 | 9,23,831.25 |
| 8 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 15 | 8,340.85 | 1,25,112.75 |
| 9 | 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 | 150 | 7,878.5 | 11,81,775 |
| 10 | 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 1168.33 | — | 7,294.7 | 85,22,616.85 |
| 11 | 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 | 330 | 7,178.75 | 23,68,987.5 |
| 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 | 165 | 9,895.2 | 16,32,708 |
| 13 | Foundations, footings, bases for columns | Sqm | 804 | 392.15 | 3,15,288.6 |
| 14 | Making plinth protection 50 mm thick of cement concrete 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) over 75 mm 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. | Sqm | 650 | 749.3 | 4,87,045 |
| 15 | 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 | 23.33 | 8,583.4 | 2,00,250.72 |
| 16 | cum | 125 | 11,505.5 | 14,38,187.5 | |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 610 | 392.15 | 2,39,211.5 |
| 18 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 933.33 | 842.5 | 7,86,330.53 |
| 19 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 4100 | 927.25 | 38,01,725 |
| 20 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1030 | 736.4 | 7,58,492 |
| 21 | Under 20 cm wide | Metre | 710 | 208.55 | 1,48,070.5 |
| 22 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 255 | 951.1 | 2,42,530.5 |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 194933.33 | — | 107.85 | 2,10,23,559.64 |
| 24 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 185000 | 107.85 | 1,99,52,250 |
| 25 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 1110 | 78.4 | 87,024 |
| 26 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 593.33 | 9,504.75 | 56,39,453.32 |
| 27 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 445 | 9,655.7 | 42,96,786.5 |
| 28 | Concrete of M55 grade with minimum cement content of 370 kg /cum | cum | 10 | 9,806.7 | 98,067 |
| 29 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1075 | 9,860.4 | 1,05,99,930 |
| 30 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 687 | 733.5 | 5,03,914.5 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 13.33 | 7,132.25 | 95,072.89 |
| 32 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 9,105.95 | 91,059.5 |
| 33 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 1950 | 9,333.45 | 1,82,00,227.5 |
| 34 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1160 | 7,311.25 | 84,81,050 |
| 35 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 425 | 9,275.45 | 39,42,066.25 |
| 36 | Area of slab upto 0.50 sqm | Sqm | 75 | 5,413.5 | 4,06,012.5 |
| 37 | Area of slab over 0.50 sqm | Sqm | 67 | 5,136.3 | 3,44,132.1 |
| 38 | Granite work | Metre | 290 | 510.95 | 1,48,175.5 |
| 39 | Granite Stone of approved shade | Sqm | 85 | 4,051.85 | 3,44,407.25 |
| 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 | 802.5 | 1,267.95 | 10,17,529.88 |
| 41 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 170 | 2,392.65 | 4,06,750.5 |
| 42 | Second class teak wood | Sqm | 244 | 5,045.85 | 12,31,187.4 |
| 43 | 20 mm dia | Metre | 305 | 393.25 | 1,19,941.25 |
| 44 | 50 mm | Each | 69 | 356.75 | 24,615.75 |
| 45 | Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws. | Each | 69 | 74.25 | 5,123.25 |
| 46 | 300x16 mm | Each | 130 | 303.25 | 39,422.5 |
| 47 | 250x16 mm | Each | 130 | 260.6 | 33,878 |
| 48 | 250x10 mm | Each | 130 | 115.15 | 14,969.5 |
| 49 | 150x10 mm | Each | 105 | 82.55 | 8,667.75 |
| 50 | 125 mm | Each | 130 | 66.25 | 8,612.5 |
| 51 | 100 mm | Each | 120 | 59.55 | 7,146 |
| 52 | Twin rubber stopper | Each | 80 | 72.35 | 5,788 |
| 53 | 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 | 116 | 3,253.8 | 3,77,440.8 |
| 54 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm 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 | 198 | 492.7 | 97,554.6 |
| 55 | With decorative veneering on one side and commercial veneering on other side | Sqm | 120 | 1,927.5 | 2,31,300 |
| 56 | 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 | 4500 | 117.35 | 5,28,075 |
| 57 | 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 | 116500 | 133.7 | 1,55,76,050 |
| 58 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 44 | 11,439.6 | 5,03,342.4 |
| 59 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 3550 | 131.05 | 4,65,227.5 |
| 60 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 515 | 611.75 | 3,15,051.25 |
| 61 | Hot finished welded type tubes | Kg | 2000 | 194.4 | 3,88,800 |
| 62 | 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 | 110 | 226 | 24,860 |
| 63 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 3550 | 97.2 | 3,45,060 |
| 64 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 10000 | 123.6 | 12,36,000 |
| 65 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 44500 | 172.6 | 76,80,700 |
| 66 | 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, including 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 | 1890 | 772.4 | 14,59,836 |
| 67 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 1720 | 614.2 | 10,56,424 |
| 68 | 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 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 manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 1200 | 1,056.15 | 12,67,380 |
| 69 | Light shade pigment using white cement | Sqm | 1310 | 1,549.45 | 20,29,779.5 |
| 70 | Light shade pigment using white cement | Sqm | 100 | 2,422.8 | 2,42,280 |
| 71 | Light shade pigment using white cement | Sqm | 860 | 1,533.8 | 13,19,068 |
| 72 | 25 mm thick | Sqm | 1510 | 1,948.25 | 29,41,857.5 |
| 73 | Providing and fixing 1st quality ceramic glazed floor 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 | 215 | 1,112.7 | 2,39,230.5 |
| 74 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 550 | 1,315.3 | 7,23,415 |
| 75 | Size of Tile 600x600 mm | Sqm | 1090 | 1,553.45 | 16,93,260.5 |
| 76 | Size of Tile 800x800 mm | Sqm | 270 | 1,885.5 | 5,09,085 |
| 77 | In 75x75 mm deep chase | Metre | 450 | 305.15 | 1,37,317.5 |
| 78 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 68 | 298.25 | 20,281 |
| 79 | 110 mm diameter | Metre | 550 | 377.4 | 2,07,570 |
| 80 | 110 mm | Each | 120 | 136.15 | 16,338 |
| 81 | 110 mm bend | Each | 168 | 150.35 | 25,258.8 |
| 82 | 110 mm Shoe | Each | 88 | 131.85 | 11,602.8 |
| 83 | 110 mm | Each | 190 | 371.3 | 70,547 |
| 84 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 | 1750 | 738.65 | 12,92,637.5 |
| 85 | Ridges plain (500 - 600mm) | Metre | 85 | 532.35 | 45,249.75 |
| 86 | 1:6 (1 cement: 6 fine sand) | Sqm | 1420 | 333.35 | 4,73,357 |
| 87 | 1:6 (1 cement: 6 fine sand) | Sqm | 12200 | 383 | 46,72,600 |
| 88 | 1:6 (1 cement: 6 fine sand) | Sqm | 4080 | 450 | 18,36,000 |
| 89 | 1:3 (1 cement: 3 fine sand) | Sqm | 166.66 | 439.25 | 73,205.41 |
| 90 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 12300 | 262.7 | 32,31,210 |
| 91 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 4800 | 185.65 | 8,91,120 |
| 92 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 300 | 116.9 | 35,070 |
| 93 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 2200 | 193.7 | 4,26,140 |
| 94 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 590 | 67.4 | 39,766 |
| 95 | Two or more coats on new work | Sqm | 1590 | 155.9 | 2,47,881 |
| 96 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 70 | 851.5 | 59,605 |
| 97 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 140 | 1,503.6 | 2,10,504 |
| 98 | 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 | 600 | 3,551.25 | 21,30,750 |
| 99 | In cement mortar | cum | 900 | 2,060.2 | 18,54,180 |
| 100 | In cement mortar | cum | 300 | 2,458.95 | 7,37,685 |
| 101 | Of area 3 sq. metres and below | Each | 60 | 367.2 | 22,032 |
| 102 | Of area beyond 3 sq. metres | Each | 50 | 502.75 | 25,137.5 |
| 103 | R.S. Joists | Kg | 1200 | 3.4 | 4,080 |
| 104 | Channels, angles, tees and flats | Kg | 2500 | 2.3 | 5,750 |
| 105 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 6000 | 5.65 | 33,900 |
| 106 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. | kg per metre height | 3000 | 0.85 | 2,550 |
| 107 | For thickness of tiles 10 mm to 25 mm | Sqm | 200 | 73.4 | 14,680 |
| 108 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 200 | 266.45 | 53,290 |
| 109 | G.S. Sheet | Sqm | 320 | 164.95 | 52,784 |
| 110 | Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately), including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | cum | 200 | 2,664.65 | 5,32,930 |
| 111 | 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 | 3900 | 263.95 | 10,29,405 |
| 112 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 375 | 7,993.8 | 29,97,675 |
| 113 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 820 | 1,091.5 | 8,95,030 |
| 114 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 21 | 6,767.4 | 1,42,115.4 |
| 115 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 15 | 6,515.55 | 97,733.25 |
| 116 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 48 | 12,071.75 | 5,79,444 |
| 117 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 20 | 2,648.85 | 52,977 |
| 118 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 10 | 1,683.35 | 16,833.5 |
| 119 | 32 mm dia | Each | 45 | 119.55 | 5,379.75 |
| 120 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 22 | 53.25 | 1,171.5 |
| 121 | Providing and fixing 600x450 mm bevelled 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 | 20 | 1,607.95 | 32,159 |
| 122 | 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 | 11 | 1,083.5 | 11,918.5 |
| 123 | C.P. brass | Each | 16 | 803.7 | 12,859.2 |
| 124 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 60 | 1,180.75 | 70,845 |
| 125 | Sand cast iron S&S as per IS - 3989 | Each | 20 | 705.2 | 14,104 |
| 126 | Sand cast iron S&S as per IS : 3989 | Each | 20 | 570.05 | 11,401 |
| 127 | Sand cast iron S&S as per IS - 3989 | Each | 10 | 811.9 | 8,119 |
| 128 | Sand cast iron S&S as per IS - 3989 | Each | 10 | 506 | 5,060 |
| 129 | Sand cast iron S&S as per IS - 3989 | Each | 10 | 513.15 | 5,131.5 |
| 130 | 100 mm | Each | 50 | 139.7 | 6,985 |
| 131 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 40 | 115.3 | 4,612 |
| 132 | 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 | 25 | 168.35 | 4,208.75 |
| 133 | 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 | 25 | 231.95 | 5,798.75 |
| 134 | 20 mm nominal dia Pipes | Metre | 670 | 335 | 2,24,450 |
| 135 | 25 mm nominal dia Pipes | Metre | 1030 | 401.55 | 4,13,596.5 |
| 136 | 20 mm nominal dia Pipes | Metre | 490 | 274.3 | 1,34,407 |
| 137 | 25 mm nominal dia Pipes | Metre | 600 | 355.4 | 2,13,240 |
| 138 | 50 mm nominal dia Pipes | Metre | 1700 | 794.25 | 13,50,225 |
| 139 | 40 mm dia nominal bore | Metre | 80 | 617.05 | 49,364 |
| 140 | 25 to 40 mm nominal bore | Each | 20 | 911.9 | 18,238 |
| 141 | 50 to 80 mm nominal bore | Each | 15 | 1,785.35 | 26,780.25 |
| 142 | 15 mm nominal bore | Each | 12 | 353.25 | 4,239 |
| 143 | 25 mm nominal bore | Each | 20 | 622.4 | 12,448 |
| 144 | 40 mm nominal bore | Each | 200 | 826.1 | 1,65,220 |
| 145 | 50 mm nominal bore | Each | 10 | 1,026.65 | 10,266.5 |
| 146 | 15 mm nominal bore | Each | 25 | 406.85 | 10,171.25 |
| 147 | 15 mm nominal bore | Each | 25 | 329.3 | 8,232.5 |
| 148 | 15 mm nominal bore | Each | 35 | 85 | 2,975 |
| 149 | 100 mm diameter | Each | 8 | 193.95 | 1,551.6 |
| 150 | Class I | Each | 4 | 6,966.55 | 27,866.2 |
| 151 | 15 mm nominal bore | Each | 30 | 318.35 | 9,550.5 |
| 152 | 20 mm nominal bore | Each | 30 | 346.8 | 10,404 |
| 153 | 50 mm nominal bore | Each | 10 | 823.8 | 8,238 |
| 154 | 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. | Per Litre | 13000 | 11 | 1,43,000 |
| 155 | 15 mm nominal bore | Each | 42 | 506.8 | 21,285.6 |
| 156 | 15 mm nominal bore | Each | 36 | 798.95 | 28,762.2 |
| 157 | 15mm nominal bore | Each | 42 | 574.3 | 24,120.6 |
| 158 | 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 | 26 | 111.45 | 2,897.7 |
| 159 | 150 mm diameter | Metre | 370 | 695.8 | 2,57,446 |
| 160 | 150 mm diameter S.W. pipe | Metre | 370 | 1,179.85 | 4,36,544.5 |
| 161 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 8 | 2,707.65 | 21,661.2 |
| 162 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 26,861.9 | 1,07,447.6 |
| 163 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 280 | 495.05 | 1,38,614 |
| 164 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 280 | 598.6 | 1,67,608 |
| 165 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 110 | 1,115.4 | 1,22,694 |
| 166 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 65 | 1,505.25 | 97,841.25 |
| 167 | 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 | 340 | 638.35 | 2,17,039 |
| 168 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 162 | 8,042.3 | 13,02,852.6 |
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