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Tender Value
₹10.8 Cr
EMD Value
₹21.7 L
Closing Date
30 Sept 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
ENGG
14 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V which ever 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 as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Technical Eligibility Criteria: (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.
Defination of Similar Work :- Any Civil Engineering Work excluding zonal works.
22 conditions · 9 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.
The original BG (in lieu of Bid Security) should be delivered in person or through post/courier so as to reach the official nominated (i.e.OS/Tenders/Engg/HYB Division) within before closing date for submission of bids.(i.e., excluding the last date of submission of Bids). Railway will not assume any responsibility for any delay in case the BG is sent through courier/postal department. Any BG received by post/courier on or after the closing date of bid submission shall not be taken.
AII the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General instructions / Undertakings are only indicative and not exhaustive. The tenderer shall read the GCC / Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
Tender value is including escalation of (-)15% (minus Fifteen percent) on CPWD DSR rates. Tenderer should note this before quoting the rates
A) HYB Division : Proposed improvements to waiting hall, greenery/ landscaping, hard scraping, water supply arrangement, relocation of service buildings on account of 12m FOB and relocation of service buildings on account of development of new station building including provision of commercial stall as part of Amrit Stations at Nizamabad Railway Station (IRPSM ID : 11.03.53.25.3.52.010)B) HYB Division :- NZB- Widening of PF No.1 to enhance the building entry area and bridging the COP gap area at Nizamabad Railway Station. (IRPSM ID : 11.03.53.25.3.52.030)C) HYB Division :- Rebuilding of Station building and provision of passenger amenities at Nizamabad Railway Station (IRPSM ID : 11.03.53.25.3.52.028)
114_DRM_W_HYB_26~SCR
114_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹21.7 L
3 Sept 2026
3 Sept 2026
16 Sept 2026
219 items across 5 schedules · ₹10,63,28,989.06 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 1651 | 261.35 | 4,31,488.85 |
| 2 | Beyond 5 km upto 10 km per km | cum- km | 688 | 18.53 | 12,748.64 |
| 3 | 1km | cum | 774 | 217.55 | 1,68,383.7 |
| 4 | 1km | Tonne | 22 | 154.7 | 3,403.4 |
| 5 | All kinds of soil | cum | 1463 | 177.5 | 2,59,682.5 |
| 6 | Ordinary rock | cum | 121 | 498.9 | 60,366.9 |
| 7 | All kinds of soil. | cum | 121 | 260.3 | 31,496.3 |
| 8 | 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 | 626 | 196 | 1,22,696 |
| 9 | All kinds of soil | cum | 11 | 126.8 | 1,394.8 |
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 105 | 2,123.75 | 2,22,993.75 |
| 11 | Foundations, footings, bases for columns | Sqm | 275 | 392.15 | 1,07,841.25 |
| 12 | 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 | 52 | 749.3 | 38,963.6 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1602 | 392.15 | 6,28,224.3 |
| 14 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 198 | 842.5 | 1,66,815 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1935 | 927.25 | 17,94,228.75 |
| 16 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1245 | 736.4 | 9,16,818 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 828 | 961.3 | 7,95,956.4 |
| 18 | Stairs, (excluding landings) except spiral- staircases | Sqm | 207 | 764.95 | 1,58,344.65 |
| 19 | Under 20 cm wide | Metre | 941 | 208.55 | 1,96,245.55 |
| 20 | Above 20 cm wide | Sqm | 66 | 879.05 | 58,017.3 |
| 21 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 233 | 951.1 | 2,21,606.3 |
| 22 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 1441 | 384.3 | 5,53,776.3 |
| 23 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 52 | 733.5 | 38,142 |
| 24 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 15 | 7,370.65 | 1,10,559.75 |
| 25 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 404 | 8,962.35 | 36,20,789.4 |
| 26 | Cement mortar 1 : 3 (1 cement : 3 coarse sand) | Sqm | 117 | 1,132.5 | 1,32,502.5 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 184 | 7,311.25 | 13,45,270 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 173 | 8,198.55 | 14,18,349.15 |
| 29 | Area of slab upto 0.50 sqm | Sqm | 86 | 3,414.8 | 2,93,672.8 |
| 30 | Area of slab upto 0.50 sqm | Sqm | 12 | 5,413.5 | 64,962 |
| 31 | Area of slab over 0.50 sqm | Sqm | 277 | 5,136.3 | 14,22,755.1 |
| 32 | 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 | 271 | 1,267.95 | 3,43,614.45 |
| 33 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 138 | 5,015.05 | 6,92,076.9 |
| 34 | Second class teak wood | cum | 5.15 | 1,42,949.7 | 7,36,190.96 |
| 35 | 35 mm thick shutters | Sqm | 78 | 4,111.95 | 3,20,732.1 |
| 36 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 78 | 2,241.8 | 1,74,860.4 |
| 37 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 129 | 1,800.45 | 2,32,258.05 |
| 38 | 18 mm thick | Sqm | 86 | 1,245.75 | 1,07,134.5 |
| 39 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 91 | 3,167.95 | 2,88,283.45 |
| 40 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | 59 | 2,819.25 | 1,66,335.75 |
| 41 | 50x12 mm | Metre | 448 | 221.1 | 99,052.8 |
| 42 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1204 | 238.35 | 2,86,973.4 |
| 43 | 125x85x5.5 mm (heavy type) | Each | 972 | 268.65 | 2,61,127.8 |
| 44 | 250x10 mm | Each | 155 | 441.6 | 68,448 |
| 45 | 300x16x5 mm | Each | 104 | 322.2 | 33,508.8 |
| 46 | 65 mm | Each | 645 | 362.4 | 2,33,748 |
| 47 | 125 mm | Each | 645 | 256.65 | 1,65,539.25 |
| 48 | 100 mm | Each | 155 | 234.7 | 36,378.5 |
| 49 | 125 mm | Each | 155 | 231.05 | 35,812.75 |
| 50 | 300x16 mm | Each | 104 | 303.25 | 31,538 |
| 51 | 250x10 mm | Each | 104 | 115.15 | 11,975.6 |
| 52 | 100x10 mm | Each | 104 | 64.7 | 6,728.8 |
| 53 | 75 mm | Each | 138 | 51.75 | 7,141.5 |
| 54 | Twin rubber stopper | Each | 52 | 72.35 | 3,762.2 |
| 55 | 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 | 104 | 3,253.8 | 3,38,395.2 |
| 56 | Second class teak wood | Sqm | 39 | 5,024.15 | 1,95,941.85 |
| 57 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) (Height upto 1.8m). | Sqm | 136 | 7,860.35 | 10,69,007.6 |
| 58 | Using R4 series with frame (64 mm & above) x (45 mm & above) & sash (44 mm & above) x (55 mm & above) (Height above 1.8m). | Sqm | 91 | 8,579.55 | 7,80,739.05 |
| 59 | Using R1 series with frame (33mm & above ) x (35mm & above) & sash /mullion (33mm & above) x (50 mm & above). (Height upto 0.90meter). | Sqm | 78 | 13,201.2 | 10,29,693.6 |
| 60 | Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically & horizontally) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge. | Kg | 1032 | 166.8 | 1,72,137.6 |
| 61 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows ( area of opening for panel inserts excluding portion inside grooves or rebated to be measured). Panelling for panelled and glazed shutters 25mm to 40mm thick: Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board12 mm thick confirming to IS:14587 | Sqm | 69 | 1,956.9 | 1,35,026.1 |
| 62 | 18 mm thick. | Sqm | 233 | 1,436.55 | 3,34,716.15 |
| 63 | 18 mm thick | Sqm | 155 | 1,362.3 | 2,11,156.5 |
| 64 | Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 104 | 2,829.25 | 2,94,242 |
| 65 | 200 mm | Each | 233 | 186.65 | 43,489.45 |
| 66 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 56 | 272 | 15,232 |
| 67 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. | ONE SET | 52 | 885.1 | 46,025.2 |
| 68 | Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) | Kg | 852 | 533.25 | 4,54,329 |
| 69 | Providing and fixing 2 mm thick 16 to 19 mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in- charge. | Metre | 104 | 43.8 | 4,555.2 |
| 70 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 35.2 | 3,653.2 | 1,28,592.64 |
| 71 | Providing and fixing ball bearing for rolling shutters. | Each | 43 | 492.35 | 21,171.05 |
| 72 | Exceeding 10.00 sqm and upto 16.80 sqm in the area | Sqm | 35.2 | 1,281.35 | 45,103.52 |
| 73 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 155 | 614.2 | 95,201 |
| 74 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 138 | 83.85 | 11,571.3 |
| 75 | Light shade pigment using white cement | Sqm | 429 | 1,402 | 6,01,458 |
| 76 | 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 | 233 | 1,112.7 | 2,59,259.1 |
| 77 | Size of Tile 800x800 mm | Sqm | 78 | 1,885.5 | 1,47,069 |
| 78 | Size of Tile 800 x 1600 mm | Sqm | 602 | 1,870.25 | 11,25,890.5 |
| 79 | Size of Tile 800 x 1200 mm | Sqm | 645 | 2,056.9 | 13,26,700.5 |
| 80 | Size of Tile 800 x 800 mm | Sqm | 194 | 1,724.4 | 3,34,533.6 |
| 81 | Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in- Charge: | Sqm | 271 | 3,891.15 | 10,54,501.65 |
| 82 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 821 | 3,186.7 | 26,16,280.7 |
| 83 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 215 | 4,481.3 | 9,63,479.5 |
| 84 | Flat surfaces | Sqm | 1084 | 1,718.95 | 18,63,341.8 |
| 85 | Curved surfaces | Sqm | 207 | 2,067.45 | 4,27,962.15 |
| 86 | 110 mm diameter | Metre | 233 | 377.4 | 87,934.2 |
| 87 | 110 mm | Each | 69 | 136.15 | 9,394.35 |
| 88 | 75x75x75 mm | Each | 18 | 164.2 | 2,955.6 |
| 89 | 110x110x110 mm | Each | 69 | 234.15 | 16,156.35 |
| 90 | 75x75x75 mm | Each | 18 | 144.3 | 2,597.4 |
| 91 | 110x110x110 mm | Each | 18 | 221.35 | 3,984.3 |
| 92 | 75 mm bend | Each | 18 | 105.9 | 1,906.2 |
| 93 | 110 mm bend | Each | 69 | 150.35 | 10,374.15 |
| 94 | 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 | 927 | 738.65 | 6,84,728.55 |
| 95 | Ridges plain (500 - 600mm) | Metre | 24 | 532.35 | 12,776.4 |
| 96 | Crimp curve | Sqm | 55 | 496.75 | 27,321.25 |
| 97 | Gutter (600 mm over all girth) | Metre | 24 | 1,313.7 | 31,528.8 |
| 98 | 1:6 (1 cement: 6 fine sand) | Sqm | 1247 | 333.35 | 4,15,687.45 |
| 99 | 1:6 (1 cement: 6 fine sand) | Sqm | 5859 | 383 | 22,43,997 |
| 100 | 1:4 (1 cement: 4 fine sand) | Sqm | 1161 | 477.9 | 5,54,841.9 |
| 101 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 6405 | 518.55 | 33,21,312.75 |
| 102 | Raised Band | cm per metre | 1256 | 9.35 | 11,743.6 |
| 103 | Flush/ Ruled pointing | Sqm | 694 | 385.4 | 2,67,467.6 |
| 104 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 3870 | 116.9 | 4,52,403 |
| 105 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 5631 | 160.6 | 9,04,338.6 |
| 106 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 67 | 171.1 | 11,463.7 |
| 107 | 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 | 1032 | 176.25 | 1,81,890 |
| 108 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 344 | 170.7 | 58,720.8 |
| 109 | Two or more coats on new work | Sqm | 832 | 155.9 | 1,29,708.8 |
| 110 | Two or more coats on new work | Sqm | 167 | 146.8 | 24,515.6 |
| 111 | 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 | 5805 | 156.05 | 9,05,870.25 |
| 112 | One coat | Sqm | 5031 | 95.45 | 4,80,208.95 |
| 113 | With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre | Sqm | 5031 | 70.35 | 3,53,930.85 |
| 114 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 248 | 2,434.25 | 6,03,694 |
| 115 | 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 | 347 | 3,551.25 | 12,32,283.75 |
| 116 | In cement mortar | cum | 804 | 2,060.2 | 16,56,400.8 |
| 117 | In cement mortar | cum | 127 | 2,458.95 | 3,12,286.65 |
| 118 | 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 | 7647 | 5.65 | 43,205.55 |
| 119 | For thickness of tiles 10 mm to 25 mm | Sqm | 1437 | 73.4 | 1,05,475.8 |
| 120 | G.S. Sheet | Sqm | 34 | 164.95 | 5,608.3 |
| 121 | Moorum | cum | 45 | 768.25 | 34,571.25 |
| 122 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 600 | 48.2 | 28,920 |
| 123 | Cement concrete prepared with batch mixing machine | cum | 233 | 10,529.35 | 24,53,338.55 |
| 124 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 77 | 11,129.55 | 8,56,975.35 |
| 125 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity. | cum | 90 | 12,126.2 | 10,91,358 |
| 126 | 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). | cum | 135 | 9,823.8 | 13,26,213 |
| 127 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. | cum | 1161 | 2,914.3 | 33,83,502.3 |
| 128 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 211 | 4,950.9 | 10,44,639.9 |
| 129 | Providing and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm | 4 | 3,081.95 | 12,327.8 |
| 130 | W.C. pan with ISI marked black solid plastic seat and lid | Each | 26 | 6,383.25 | 1,65,964.5 |
| 131 | 610x460 mm bowl depth 200 mm | Each | 9 | 3,873.8 | 34,864.2 |
| 132 | Orissa pattern W.C. pan of size 580x440 mm | Each | 26 | 3,169.05 | 82,395.3 |
| 133 | Orissa pattern W.C. pan 580x440 mm | Each | 26 | 426.8 | 11,096.8 |
| 134 | Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. | Each | 35 | 170.7 | 5,974.5 |
| 135 | 32 mm dia | Each | 26 | 119.55 | 3,108.3 |
| 136 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 35 | 53.25 | 1,863.75 |
| 137 | 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 | 35 | 1,607.95 | 56,278.25 |
| 138 | 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 | 35 | 708.95 | 24,813.25 |
| 139 | 15 mm nominal dia Pipes | Metre | 78 | 286.8 | 22,370.4 |
| 140 | 20 mm nominal dia Pipes | Metre | 362 | 335 | 1,21,270 |
| 141 | 25 mm nominal dia Pipes | Metre | 155 | 401.55 | 62,240.25 |
| 142 | 40 mm nominal dia Pipes | Metre | 310 | 702.95 | 2,17,914.5 |
| 143 | 50 mm nominal dia Pipes | Metre | 387 | 934.15 | 3,61,516.05 |
| 144 | 20 mm nominal dia Pipes | Metre | 1935 | 537.6 | 10,40,256 |
| 145 | 25 mm nominal dia Pipes | Metre | 465 | 627.25 | 2,91,671.25 |
| 146 | 25 mm dia nominal bore | Metre | 105 | 551.7 | 57,928.5 |
| 147 | 32 mm dia nominal bore | Metre | 120 | 667 | 80,040 |
| 148 | 40 mm dia nominal bore | Metre | 135 | 811.9 | 1,09,606.5 |
| 149 | 50 mm dia nominal bore | Metre | 180 | 1,048.35 | 1,88,703 |
| 150 | 20 mm dia nominal bore | Metre | 90 | 635.2 | 57,168 |
| 151 | 50 mm dia nominal bore | Metre | 34 | 762.15 | 25,913.1 |
| 152 | 25 to 40 mm nominal bore | Each | 18 | 911.9 | 16,414.2 |
| 153 | 15 mm nominal bore | Each | 35 | 353.25 | 12,363.75 |
| 154 | 40 mm nominal bore | Each | 26 | 826.1 | 21,478.6 |
| 155 | 20 mm nominal bore | Each | 10 | 462.5 | 4,625 |
| 156 | 25 mm nominal bore | Each | 10 | 464.05 | 4,640.5 |
| 157 | 150 mm diameter | Each | 35 | 222.35 | 7,782.25 |
| 158 | Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. | Metre | 35 | 960.3 | 33,610.5 |
| 159 | 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 | 25800 | 11 | 2,83,800 |
| 160 | 15 mm nominal bore | Each | 35 | 798.95 | 27,963.25 |
| 161 | 15 mm nominal bore | Each | 39 | 670.45 | 26,147.55 |
| 162 | 15mm nominal bore | Each | 18 | 574.3 | 10,337.4 |
| 163 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 10 | 176.85 | 1,768.5 |
| 164 | Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms | Each | 10 | 218.1 | 2,181 |
| 165 | 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 |
| 166 | 150 mm diameter | Metre | 413 | 695.8 | 2,87,365.4 |
| 167 | 150 mm diameter S.W. pipe | Metre | 413 | 743.1 | 3,06,900.3 |
| 168 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). | Kg | 581 | 817.15 | 4,74,764.15 |
| 169 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 52 | 16,112.1 | 8,37,829.2 |
| 170 | 200 mm nominal size dia | Metre | 258 | 1,113.35 | 2,87,244.3 |
| 171 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 18 | 1,399.95 | 25,199.1 |
| 172 | Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in- Charge. For payment, only the actual area of glass on face # 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevant Item*). "(i) Coloured tinted float glass 6 mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. | Sqm | 35 | 2,450.15 | 85,755.25 |
| 173 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2 mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T& P,scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors,SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. | Sqm | 172 | 9,502.35 | 16,34,404.2 |
| 174 | With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles | Sqm | 581 | 3,117.6 | 18,11,325.6 |
| 175 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 9 | 7,387.25 | 66,485.25 |
| 176 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 172 | 9,844.65 | 16,93,279.8 |
| Schedule total | ₹7,22,78,597.96 | ||||
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26.02.2026_RevisedApprovedlistofBrandsandMakes2026withallenclosures.pdf Approved brand
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