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Tender Value
Refer Docs
EMD Value
₹41.3 L
Closing Date
30 Apr 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)
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 · 6 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 ten percent) on CPWD DSR rates. Tenderer should note this before quoting the rates
Hyderabad Division : 1) Proposed construction of new control office and SCADA building at Hyderbad Bhavan compound in Hyderabad Division 2) Provision of 24x7 Central Monitoring System setup at Divisional Head Quarters and 3) Provision of facilities for centralized control center including SCADA at new SCADA building of HYB Bhavan
41_DRM_W_HYB_26
41_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹41.3 L
30 Apr 2026
2 Apr 2026
16 Apr 2026
272 items across 7 schedules · ₹12,78,64,666.1 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 1000 | 326.68 | 3,26,680 |
| 2 | Beyond 5 km upto 10 km per km | cum- km | 5000 | 23.16 | 1,15,800 |
| 3 | Beyond 10 km upto 20 km per km | cum- km | 10000 | 18.85 | 1,88,500 |
| 4 | 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 | 1000 | 494.1 | 4,94,100 |
| 5 | All kinds of soil | cum | 8100 | 177.5 | 14,37,750 |
| 6 | All kinds of soil. | cum | 2700 | 260.3 | 7,02,810 |
| 7 | Ordinary rock | cum | 100 | 632.95 | 63,295 |
| 8 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 300 | 352.15 | 1,05,645 |
| 9 | 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 | 2700 | 196 | 5,29,200 |
| 10 | All kinds of soil | cum | 2500 | 126.8 | 3,17,000 |
| 11 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 620 | 234.75 | 1,45,545 |
| 12 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 630 | 38.9 | 24,507 |
| 13 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 500 | 310.05 | 1,55,025 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1504 | 392.15 | 5,89,793.6 |
| 15 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 2500 | 842.5 | 21,06,250 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 4000 | 927.25 | 37,09,000 |
| 17 | Shelves (Cast in situ) | Sqm | 1000 | 927.25 | 9,27,250 |
| 18 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1200 | 736.4 | 8,83,680 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1224 | 961.3 | 11,76,631.2 |
| 20 | Stairs, (excluding landings) except spiral-staircases | Sqm | 1000 | 764.95 | 7,64,950 |
| 21 | Above 20 cm wide | Sqm | 250 | 879.05 | 2,19,762.5 |
| 22 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 450 | 951.1 | 4,27,995 |
| 23 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 500 | 384.3 | 1,92,150 |
| 24 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in lintels, beams and bressummers, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 100 | 13,899.2 | 13,89,920 |
| 25 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 1000 | 78.4 | 78,400 |
| 26 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 125 | 8,752.55 | 10,94,068.75 |
| 27 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 2000 | 8,333.65 | 1,66,67,300 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 500 | 7,311.25 | 36,55,625 |
| 29 | Area of slab upto 0.50 sqm | Sqm | 150 | 5,413.5 | 8,12,025 |
| 30 | Area of slab over 0.50 sqm | Sqm | 1000 | 5,136.3 | 51,36,300 |
| 31 | Granite work | Metre | 600 | 510.95 | 3,06,570 |
| 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 | 200 | 1,267.95 | 2,53,590 |
| 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 | 200 | 5,015.05 | 10,03,010 |
| 34 | Second class teak wood | cum | 10 | 1,42,949.7 | 14,29,497 |
| 35 | 35 mm thick shutters | Sqm | 100 | 4,111.95 | 4,11,195 |
| 36 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1500 | 238.35 | 3,57,525 |
| 37 | 5 mm thick solid foam PVC panel of required size with moulded/ extruded beading of appropriate design shape and size as per manufacturer's specifications ( to secure the panel insert tight in place within the style and rails of shutter) matching the colour and shade of shutter frame. Decorative type. | Sqm | 30 | 4,138.35 | 1,24,150.5 |
| 38 | Providing and Fixing factory made uPVC door frame, made of uPVC extruded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm ( +/- 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm ( +/-0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fasteners, all complete as per manufacturer's specification and direction of Engineer-in-charge. | Metre | 600 | 623 | 3,73,800 |
| 39 | Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). | Sqm | 54.64 | 8,298.85 | 4,53,449.16 |
| 40 | Using R3 series with frame (85 mm & above) x (40 mm & above) & glazed sash (30 mm & above) x (55 mm & above) & fly screen sash (20 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8 metre). | Sqm | 25 | 9,968.7 | 2,49,217.5 |
| 41 | Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (85 mm & above). (Height above 2.5 metre). | Sqm | 250 | 9,894.8 | 24,73,700 |
| 42 | Using R3 series with frame (55mm & above) x (45mm & above) & sash (55mm & above) x (65mm & above) & mullion (55mm & above) x (65mm & above). (Height upto 1.8 meter). | Sqm | 100 | 12,472.95 | 12,47,295 |
| 43 | 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 | 1400 | 2,829.25 | 39,60,950 |
| 44 | Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer-in-charge. | Sqm | 2500 | 2,593.15 | 64,82,875 |
| 45 | 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 | 200 | 885.1 | 1,77,020 |
| 46 | 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 | 1500 | 43.8 | 65,700 |
| 47 | 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 | 5000 | 772.4 | 38,62,000 |
| 48 | Dark shade pigment using ordinary cement | Sqm | 250 | 1,119.5 | 2,79,875 |
| 49 | Size of Tile 600x600 mm | Sqm | 2800 | 1,553.45 | 43,49,660 |
| 50 | Size of Tile 1000x1000 mm | Sqm | 800 | 2,089.65 | 16,71,720 |
| 51 | Size of Tile 600 x 1200 mm | Sqm | 500 | 1,577.15 | 7,88,575 |
| 52 | 18 mm thick Italian Marble stone slab, Perlato, Rosso Verona, Fire Red or Dark Emperador etc. | Sqm | 50 | 6,603.35 | 3,30,167.5 |
| 53 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 500 | 3,186.7 | 15,93,350 |
| 54 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 750 | 4,481.3 | 33,60,975 |
| 55 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 250 | 3,071.05 | 7,67,762.5 |
| 56 | In 75x75 mm deep chase | Metre | 260 | 305.15 | 79,339 |
| 57 | 75 mm diameter | Metre | 50 | 248.8 | 12,440 |
| 58 | 110 mm diameter | Metre | 120 | 377.4 | 45,288 |
| 59 | 75 mm | Each | 20 | 91.7 | 1,834 |
| 60 | 110 mm | Each | 20 | 136.15 | 2,723 |
| 61 | 110 mm bend | Each | 30 | 150.35 | 4,510.5 |
| 62 | 110 mm Shoe | Each | 30 | 131.85 | 3,955.5 |
| 63 | 75 mm | Each | 55 | 369.85 | 20,341.75 |
| 64 | 110 mm | Each | 55 | 371.3 | 20,421.5 |
| 65 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 2150 | 1,529.1 | 32,87,565 |
| 66 | 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 | 400 | 738.65 | 2,95,460 |
| 67 | 1:4 (1 cement: 4 coarse sand) | Sqm | 2500 | 411.75 | 10,29,375 |
| 68 | 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 | 100 | 518.55 | 51,855 |
| 69 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | Per bag of 50 kg cement used in the mix | 500 | 22.1 | 11,050 |
| 70 | In two coats | Sqm | 250 | 72.3 | 18,075 |
| 71 | 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 | 4000 | 171.1 | 6,84,400 |
| 72 | 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 | 4000 | 193.7 | 7,74,800 |
| 73 | 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 | 500 | 176.25 | 88,125 |
| 74 | 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 | 500 | 170.7 | 85,350 |
| 75 | 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 | 8000 | 156.05 | 12,48,400 |
| 76 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 77 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 50 | 1,503.6 | 75,180 |
| 78 | 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 | 300 | 3,551.25 | 10,65,375 |
| 79 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | Sqm | 80 | 1,147.2 | 91,776 |
| 80 | In cement mortar | cum | 250 | 2,060.2 | 5,15,050 |
| 81 | In cement mortar | cum | 112.5 | 2,458.95 | 2,76,631.88 |
| 82 | Of area beyond 3 sq. metres | Each | 20 | 502.75 | 10,055 |
| 83 | Of sectional area 40 square centimetres and above | cum | 5 | 4,459.1 | 22,295.5 |
| 84 | For thickness of tiles 10 mm to 25 mm | Sqm | 550 | 73.4 | 40,370 |
| 85 | 15 mm to 40 mm nominal bore | Metre | 100 | 149.8 | 14,980 |
| 86 | Above 40 mm nominal bore | Metre | 100 | 161.4 | 16,140 |
| 87 | Up to 150 mm diameter | Metre | 100 | 332.4 | 33,240 |
| 88 | Above 150 mm dia up to 300 mm dia | Metre | 100 | 456.65 | 45,665 |
| 89 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 50 | 56.35 | 2,817.5 |
| 90 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | Each | 500 | 206.3 | 1,03,150 |
| 91 | Overhead informatory road signage | Sqm | 20 | 5,879.9 | 1,17,598 |
| 92 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 500 | 747.8 | 3,73,900 |
| 93 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 1000 | 1,091.5 | 10,91,500 |
| 94 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 10 | 2,226.35 | 22,263.5 |
| 95 | 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 |
| 96 | 610x510 mm bowl depth 200 mm | Each | 10 | 4,940.8 | 49,408 |
| 97 | 32 mm dia | Each | 50 | 119.55 | 5,977.5 |
| 98 | Sand Cast Iron S&S as per IS: 1729 | Each | 50 | 1,683.55 | 84,177.5 |
| 99 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 20 | 18,212.9 | 3,64,258 |
| 100 | 20 mm nominal dia Pipes | Metre | 300 | 537.6 | 1,61,280 |
| 101 | 65 mm nominal dia Pipes | Metre | 300 | 1,674.4 | 5,02,320 |
| 102 | 50 mm dia nominal bore | Metre | 500 | 762.15 | 3,81,075 |
| 103 | 80 mm dia nominal bore | Metre | 1000 | 1,041.7 | 10,41,700 |
| 104 | 50 to 80 mm nominal bore | Each | 5 | 1,785.35 | 8,926.75 |
| 105 | 40 mm nominal bore | Each | 5 | 826.1 | 4,130.5 |
| 106 | 50 mm nominal bore | Each | 5 | 1,026.65 | 5,133.25 |
| 107 | 15 mm nominal bore | Each | 200 | 97.75 | 19,550 |
| 108 | 150 mm diameter | Metre | 100 | 695.8 | 69,580 |
| 109 | 300 mm diameter | Metre | 100 | 2,064.15 | 2,06,415 |
| 110 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 500 | 530.9 | 2,65,450 |
| 111 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100 | 634.45 | 63,445 |
| 112 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 100 | 1,139.3 | 1,13,930 |
| 113 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 500 | 1,176.8 | 5,88,400 |
| 114 | Upto 5mm depth and 5 mm width | Metre | 500 | 96.75 | 48,375 |
| 115 | Upto 10 mm depth and 10 mm width | Metre | 250 | 200.95 | 50,237.5 |
| 116 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 1530 | 688.9 | 10,54,017 |
| 117 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 100 | 8,042.3 | 8,04,230 |
| 118 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 75 | 16,112.1 | 12,08,407.5 |
| 119 | 150 mm nominal size dia | Metre | 1000 | 793.25 | 7,93,250 |
| 120 | 200 mm nominal size dia | Metre | 100 | 1,255.7 | 1,25,570 |
| 121 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 20 | 1,509.8 | 30,196 |
| 122 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 20 | 1,538.25 | 30,765 |
| 123 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 20 | 1,538.25 | 30,765 |
| 124 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. | Kg | 1500 | 414.3 | 6,21,450 |
| 125 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimensional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon separator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T & P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes 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 structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, 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. | Sqm | 900 | 3,510.5 | 31,59,450 |
| 126 | Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6 mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass 6 mm thick, spacer tube 12 mm wide, desiccants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor.(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(i) Coloured tinted float glass 6 mm thick substrate with reflective soft coating on face # 2, + 12 mm Air gap + 6mm Heat Strengthened clear Glass of approved make 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 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. | Sqm | 500 | 3,718.7 | 18,59,350 |
| 127 | Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer- in- Charge. | Sqm | 500 | 3,671.5 | 18,35,750 |
| 128 | With fully perforated 12 mm thick micro tegular edged or 10 mm thick square edged GRG false ceiling tiles. | Sqm | 650 | 1,907.35 | 12,39,777.5 |
| 129 | Frame size 45 x 70 mm | Metre | 265 | 705.85 | 1,87,050.25 |
| 130 | 30 mm thick | Sqm | 125 | 4,764.2 | 5,95,525 |
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