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Tender Value
₹18.4 Cr
EMD Value
₹36.8 L
Closing Date
13 May 2026, 3:00 pmClosed
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.
21 conditions · 8 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 Div:- New MMTS station buildings at DQR and improvements to existing station building at AMQ and prov/repairs of toilets at AMQ & DYE. (Work to be executed at DQR) B. HYB Div:- Improvements to existing compound and platform walls at stations (STPD, ATC, VAR, JOO, DQR, FM, NSVP & BDVL) under the jurisdiction of ADEN/KCG. C. HYB Div : SC-DHNE Section : Proposed improvement to Approach Road and provision of COP with 32 Mtrs in length to cover the full width of PF no.1 at Falaknuma Railway station. D. HYB Div:-OL:-Raising of PF surface in Sub-urban stations STPD, JOO & ATC to suit MMTS standards E. HYB Div:-OL:-Raising of PF surface in Sub-urban stations at VAR, DQR & FM to suit MMTS standards
48_DRM_W_HYB_26
48_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹36.8 L
13 May 2026
20 Apr 2026
29 Apr 2026
223 items across 5 schedules · ₹19,31,09,829.88 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum 1992.75 | — | 261.35 | 5,20,805.21 |
| 2 | Beyond 10 km upto 20 km per km | cum-km 10800 | — | 15.08 | 1,62,864 |
| 3 | 1km | cum | 300 | 217.55 | 65,265 |
| 4 | 1km | Tonne | 12 | 154.7 | 1,856.4 |
| 5 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum 1080 | — | 494.1 | 5,33,628 |
| 6 | All kinds of soil | Sqm 3240 | — | 129.85 | 4,20,714 |
| 7 | All kinds of soil | cum 2365.4 | — | 177.5 | 4,19,858.5 |
| 8 | Ordinary rock | cum | 13.8 | 498.9 | 6,884.82 |
| 9 | All kinds of soil. | cum 1101.6 | — | 260.3 | 2,86,746.48 |
| 10 | 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 895.4 | — | 196 | 1,75,498.4 |
| 11 | All kinds of soil | cum | 16 | 126.8 | 2,028.8 |
| 12 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum 112.4 | — | 2,123.75 | 2,38,709.5 |
| 13 | Foundations, footings, bases for columns | Sqm | 72 | 392.15 | 28,234.8 |
| 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 | 6 | 749.3 | 4,495.8 |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 2840.2 | — | 392.15 | 11,13,784.43 |
| 16 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 22.2 | 842.5 | 18,703.5 |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 324 | 927.25 | 3,00,429 |
| 18 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 1242 | — | 736.4 | 9,14,608.8 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 1459 | — | 961.3 | 14,02,536.7 |
| 20 | Stairs, (excluding landings) except spiral-staircases | Sqm | 27 | 764.95 | 20,653.65 |
| 21 | Under 20 cm wide | Metre 1166.6 | — | 208.55 | 2,43,294.43 |
| 22 | Above 20 cm wide | Sqm | 336 | 879.05 | 2,95,360.8 |
| 23 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 27 | 951.1 | 25,679.7 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 6 | 733.5 | 4,401 |
| 25 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 1.2 | 7,370.65 | 8,844.78 |
| 26 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm 1200 | — | 1,123.8 | 13,48,560 |
| 27 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 696 | 8,962.35 | 62,37,795.6 |
| 28 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 405 | 8,752.55 | 35,44,782.75 |
| 29 | Cement mortar 1 : 3 (1 cement : 3 coarse sand) | Sqm | 13.8 | 1,132.5 | 15,628.5 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 505.8 | — | 7,311.25 | 36,98,030.25 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 391 | 8,198.55 | 32,05,633.05 |
| 32 | Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand) | cum | 102 | 10,128.1 | 10,33,066.2 |
| 33 | Area of slab upto 0.50 sqm | Sqm | 10.2 | 3,414.8 | 34,830.96 |
| 34 | Area of slab upto 0.50 sqm | Sqm | 642 | 5,413.5 | 34,75,467 |
| 35 | Area of slab over 0.50 sqm | Sqm | 81 | 5,136.3 | 4,16,040.3 |
| 36 | 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 | 24 | 1,267.95 | 30,430.8 |
| 37 | Second class teak wood | cum | .6 | 1,42,949.7 | 85,769.82 |
| 38 | 35 mm thick shutters | Sqm | 18.6 | 4,111.95 | 76,482.27 |
| 39 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 15 | 2,241.8 | 33,627 |
| 40 | 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 | 15 | 1,800.45 | 27,006.75 |
| 41 | 18 mm thick | Sqm | 10.2 | 1,245.75 | 12,706.65 |
| 42 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10.8 | 3,167.95 | 34,213.86 |
| 43 | 50x12 mm | Metre | 51.6 | 221.1 | 11,408.76 |
| 44 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 138 | 238.35 | 32,892.3 |
| 45 | 125x85x5.5 mm (heavy type) | Each 111.6 | — | 268.65 | 29,981.34 |
| 46 | 250x10 mm | Each | 18 | 441.6 | 7,948.8 |
| 47 | 300x16x5 mm | Each | 12 | 322.2 | 3,866.4 |
| 48 | 65 mm | Each | 73.8 | 362.4 | 26,745.12 |
| 49 | 125 mm | Each | 73.8 | 256.65 | 18,940.77 |
| 50 | 100 mm | Each | 18 | 234.7 | 4,224.6 |
| 51 | 125 mm | Each | 18 | 231.05 | 4,158.9 |
| 52 | 300x16 mm | Each | 12 | 303.25 | 3,639 |
| 53 | 250x10 mm | Each | 12 | 115.15 | 1,381.8 |
| 54 | 100x10 mm | Each | 12 | 64.7 | 776.4 |
| 55 | 75 mm | Each | 16.2 | 51.75 | 838.35 |
| 56 | Twin rubber stopper | Each | 6 | 72.35 | 434.1 |
| 57 | 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 | 12 | 3,253.8 | 39,045.6 |
| 58 | Second class teak wood | Sqm | 4.8 | 5,024.15 | 24,115.92 |
| 59 | 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 | 15.6 | 7,860.35 | 1,22,621.46 |
| 60 | 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 | 10.8 | 8,579.55 | 92,659.14 |
| 61 | Using R1 series with frame (33mm & above ) x (35mm & above) & sash /mullion (33mm & above) x (50 mm & above). (Height upto 0.90meter). | Sqm | 9 | 13,201.2 | 1,18,810.8 |
| 62 | 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 | 8.4 | 1,956.9 | 16,437.96 |
| 63 | 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 | 12 | 2,829.25 | 33,951 |
| 64 | 200 mm | Each | 14.4 | 186.65 | 2,687.76 |
| 65 | 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 | 24 | 272 | 6,528 |
| 66 | 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 | 6 | 885.1 | 5,310.6 |
| 67 | 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 | 53.4 | 533.25 | 28,475.55 |
| 68 | 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 | 12 | 43.8 | 525.6 |
| 69 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 18 | 614.2 | 11,055.6 |
| 70 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 16.2 | 83.85 | 1,358.37 |
| 71 | Ordinary cement without any pigment | Sqm 6000 | — | 1,379 | 82,74,000 |
| 72 | Light shade pigment using white cement | Sqm | 654 | 1,402 | 9,16,908 |
| 73 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 300 | 1,328.35 | 3,98,505 |
| 74 | 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 | 21.6 | 1,112.7 | 24,034.32 |
| 75 | Size of Tile 800x800 mm | Sqm | 270 | 1,885.5 | 5,09,085 |
| 76 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm 5595 | — | 3,186.7 | 1,78,29,586.5 |
| 77 | Polished Granite stone slab colour Black, Cherry/Ruby Red or equivalent | Sqm | 343 | 4,481.3 | 15,37,085.9 |
| 78 | Flat surfaces | Sqm 124.2 | — | 1,718.95 | 2,13,493.59 |
| 79 | Curved surfaces | Sqm | 24 | 2,067.45 | 49,618.8 |
| 80 | 110 mm diameter | Metre | 312 | 377.4 | 1,17,748.8 |
| 81 | 110 mm | Each | 8.4 | 136.15 | 1,143.66 |
| 82 | 75x75x75 mm | Each | 2.4 | 164.2 | 394.08 |
| 83 | 110x110x110 mm | Each | 10.8 | 234.15 | 2,528.82 |
| 84 | 75x75x75 mm | Each | 2.4 | 144.3 | 346.32 |
| 85 | 110x110x110 mm | Each | 2.4 | 221.35 | 531.24 |
| 86 | 75 mm bend | Each | 2.4 | 105.9 | 254.16 |
| 87 | 110 mm bend | Each 164.4 | — | 150.35 | 24,717.54 |
| 88 | 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 580.8 | — | 738.65 | 4,29,007.92 |
| 89 | Ridges plain (500 - 600mm) | Metre | 36 | 532.35 | 19,164.6 |
| 90 | Crimp curve | Sqm | 82 | 496.75 | 40,733.5 |
| 91 | Gutter (600 mm over all girth) | Metre | 36 | 1,313.7 | 47,293.2 |
| 92 | 1:6 (1 cement: 6 fine sand) | Sqm | 270 | 333.35 | 90,004.5 |
| 93 | 1:6 (1 cement: 6 fine sand) | Sqm | 820 | 383 | 3,14,060 |
| 94 | 1:4 (1 cement: 4 fine sand) | Sqm | 198 | 477.9 | 94,624.2 |
| 95 | 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 10872 | — | 518.55 | 56,37,675.6 |
| 96 | Raised Band | cm per metre | 144 | 9.35 | 1,346.4 |
| 97 | Flush/ Ruled pointing | Sqm 206.5 | — | 385.4 | 79,585.1 |
| 98 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm 442.8 | — | 116.9 | 51,763.32 |
| 99 | 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 3672 | — | 160.6 | 5,89,723.2 |
| 100 | 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 | 100 | 171.1 | 17,110 |
| 101 | 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 7200 | — | 193.7 | 13,94,640 |
| 102 | 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 118.2 | — | 176.25 | 20,832.75 |
| 103 | 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 | 39.6 | 170.7 | 6,759.72 |
| 104 | Two or more coats on new work | Sqm 1250 | — | 155.9 | 1,94,875 |
| 105 | Two or more coats on new work | Sqm | 250 | 146.8 | 36,700 |
| 106 | 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 | 648 | 156.05 | 1,01,120.4 |
| 107 | One coat | Sqm | 576 | 95.45 | 54,979.2 |
| 108 | Two coats | Sqm 3024 | — | 142.8 | 4,31,827.2 |
| 109 | With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre | Sqm | 576 | 70.35 | 40,521.6 |
| 110 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in- Charge. | Sqm 30000 | — | 3.45 | 1,03,500 |
| 111 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum 567.6 | — | 2,434.25 | 13,81,680.3 |
| 112 | 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 | 63.2 | 3,551.25 | 2,24,439 |
| 113 | In cement mortar | cum | 773 | 2,060.2 | 15,92,534.6 |
| 114 | In cement mortar | cum 330.75 | — | 2,458.95 | 8,13,297.71 |
| 115 | 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 5800 | — | 5.65 | 32,770 |
| 116 | For thickness of tiles 10 mm to 25 mm | Sqm 1444 | — | 73.4 | 1,05,989.6 |
| 117 | G.S. Sheet | Sqm | 50 | 164.95 | 8,247.5 |
| 118 | R.C.C. | Each | 300 | 243.3 | 72,990 |
| 119 | Water bound macadam road | Sqm | 810 | 217.45 | 1,76,134.5 |
| 120 | bituminous road | Sqm | 810 | 428.5 | 3,47,085 |
| 121 | Moorum | cum | 360 | 768.25 | 2,76,570 |
| 122 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 100 | 48.2 | 4,820 |
| 123 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. | per cm 16698 depth per cm width per metre length | — | 8.65 | 1,44,437.7 |
| 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 | 100 | 11,129.55 | 11,12,955 |
| 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 | 80 | 12,126.2 | 9,70,096 |
| 126 | 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 833.2 | — | 2,914.3 | 24,28,194.76 |
| 127 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 798 | 4,950.9 | 39,50,818.2 |
| 128 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 540 | 2,017.6 | 10,89,504 |
| 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 | 126 | 3,081.95 | 3,88,325.7 |
| 130 | W.C. pan with ISI marked black solid plastic seat and lid | Each | 3.6 | 6,383.25 | 22,979.7 |
| 131 | 610x460 mm bowl depth 200 mm | Each | 1.8 | 3,873.8 | 6,972.84 |
| 132 | Orissa pattern W.C. pan of size 580x440 mm | Each | 3.6 | 3,169.05 | 11,408.58 |
| 133 | Orissa pattern W.C. pan 580x440 mm | Each | 3.6 | 426.8 | 1,536.48 |
| 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 | 4.8 | 170.7 | 819.36 |
| 135 | 32 mm dia | Each | 3.6 | 119.55 | 430.38 |
| 136 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 4.8 | 53.25 | 255.6 |
| 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 | 4.8 | 1,607.95 | 7,718.16 |
| 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 | 4.8 | 708.95 | 3,402.96 |
| 139 | 15 mm nominal dia Pipes | Metre | 9.6 | 286.8 | 2,753.28 |
| 140 | 20 mm nominal dia Pipes | Metre | 42 | 335 | 14,070 |
| 141 | 25 mm nominal dia Pipes | Metre | 18 | 401.55 | 7,227.9 |
| 142 | 40 mm nominal dia Pipes | Metre | 36 | 702.95 | 25,306.2 |
| 143 | 50 mm nominal dia Pipes | Metre | 44.4 | 934.15 | 41,476.26 |
| 144 | 20 mm nominal dia Pipes | Metre | 600 | 537.6 | 3,22,560 |
| 145 | 25 mm nominal dia Pipes | Metre | 54 | 627.25 | 33,871.5 |
| 146 | 32 mm nominal dia Pipes | Metre | 378 | 739.3 | 2,79,455.4 |
| 147 | 50 mm nominal dia Pipes | Metre 2610 | — | 794.25 | 20,72,992.5 |
| 148 | 25 mm dia nominal bore | Metre | 55 | 551.7 | 30,343.5 |
| 149 | 32 mm dia nominal bore | Metre | 55 | 667 | 36,685 |
| 150 | 40 mm dia nominal bore | Metre | 55 | 811.9 | 44,654.5 |
| 151 | 50 mm dia nominal bore | Metre | 55 | 1,048.35 | 57,659.25 |
| 152 | 20 mm dia nominal bore | Metre | 55 | 635.2 | 34,936 |
| 153 | 50 mm dia nominal bore | Metre | 50 | 762.15 | 38,107.5 |
| 154 | 25 to 40 mm nominal bore | Each | 2.4 | 911.9 | 2,188.56 |
| 155 | 15 mm nominal bore | Each | 4.8 | 353.25 | 1,695.6 |
| 156 | 40 mm nominal bore | Each | 3.6 | 826.1 | 2,973.96 |
| 157 | 20 mm nominal bore | Each | 5 | 462.5 | 2,312.5 |
| 158 | 25 mm nominal bore | Each | 5 | 464.05 | 2,320.25 |
| 159 | 150 mm diameter | Each | 4.8 | 222.35 | 1,067.28 |
| 160 | Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. | Metre | 4.8 | 960.3 | 4,609.44 |
| 161 | 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 3600 | — | 11 | 39,600 |
| 162 | 15 mm nominal bore | Each 148.8 | — | 798.95 | 1,18,883.76 |
| 163 | 15 mm nominal bore | Each | 4.8 | 670.45 | 3,218.16 |
| 164 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 5 | 176.85 | 884.25 |
| 165 | Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms | Each | 5 | 218.1 | 1,090.5 |
| 166 | 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 | 3.6 | 111.45 | 401.22 |
| 167 | 150 mm diameter | Metre | 48 | 695.8 | 33,398.4 |
| 168 | 150 mm diameter S.W. pipe | Metre | 48 | 743.1 | 35,668.8 |
| 169 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 6 | 16,112.1 | 96,672.6 |
| 170 | 200 mm nominal size dia | Metre | 30 | 1,113.35 | 33,400.5 |
| 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 122.4 | — | 1,399.95 | 1,71,353.88 |
| 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 | 4.8 | 2,450.15 | 11,760.72 |
| 173 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1.2 | 7,387.25 | 8,864.7 |
| 174 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 19.8 | 9,844.65 | 1,94,924.07 |
| Schedule total | ₹8,98,60,408.97 | ||||
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