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Tender Value
₹6.9 Cr
EMD Value
₹5.0 L
Closing Date
20 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WORKS
14 conditions · 3 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees. N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information 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. (For details refer tender documents)
Similar Nature of Work Means: Execution of Building Works.
30 conditions · 2 needing a document upload
Whether History sheet of tenderers (Annexure-2 of Part-II of Tender documents) uploaded duly filled in with supportive documents.
Whether the details of facilities available vis-a-vis the requirements mentioned in STR in a tabular/narrative form if you are not on the approved list of RDSO, if required in the Annexed Document, is submitted.
Whether, EACH PAGE of the copy of documents/certificates in support of credential is self attested/digitally signed by tenderer/authorised representative with signature, stamp & date.
Whether all the documents related "Mandatory Requirement", as applicable and mentioned in the bid documents are enclosed with the tender.
Please submit bank details as per enclosed Annexure-12 of Part - II of Tender Documents or photo copy of a "Cancelled Cheque". (For details refer tender documents)
Please submit Certificate of Familiarisation as per Annexure-1 of Part-II of Tender Documents. (For details refer tender documents)
Please submit required details as required from Annexure 2 to 11 of Part-II of Tender documents duly filled in and signed. Supportive documents/separate sheet are to be submitted, if required. Annex-2: HISTORY SHEET OF THE TENDERER, Annex-3: TECHNICAL EIGIBILITY CRITERIA, Annex-4: DETAILS OF CONSTRUCTIONS MACHINERIES, TOOLS & PLANTS, VEHICLES ETC. AVAILABLE (ON HAND AND PROPOSED TO BE UTILISED, Annex-5: DETAILS OF TECHNICAL AND OTHER PERSONNELS AVAILABLE ON HAND & PROPOSED TO BE ENGAGED. Annex- 6: DETAILS OF WORKS COMPLETED DURING PREVIOUS THREE FINANCAIL YEARS & CURRENT YEAR, Annex-7: DETAILS OF WORKS ON HAND, Annex- 8: DECLARATION REGARDING ASSOCIATION OF RAILWAY OFFICER (S) WITH TENDERER(S), A n n e x - 9 : LIST OF COURT CASES, Annex-10: LIST OF ARBITRATION CASES. Annex- 11: BROAD PLAN FOR EXECUTION OF THIS WORK. (For details refer tender documents)
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 tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. If it is NOT mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm/Partnership firm/Joint Venture/Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender . The tenderer(s) shall enclose the attested copies of the constitution of their concern and copy of PAN card along with the tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be. (for details refer tender documents) NOTE: Any document containing PAN number of the tenderer(s) shall also be considered in lieu of PAN card. However, if no document having mention of PAN number is uploaded, offer will be summarily rejected. (For details refer Tender documents)
For all tenders having advertised cost of Rs.10 lakh or above, the contractor shall have to submit the option to take payment from Railways through a letter of credit (LC) arrangement. The tenderer shall affirm having read over and agreed to the terms and conditions of the LC option. The option of taking payment through LC arrangement, once exercised by tenderer at the time of bidding, shall be final and no change shall be permitted, thereafter, during execution of contract. (The tenderer have to submit the option to take payment from Railway through a Letter of Credit arrangement) (For details refer Tender documents)
The list of personnel / organization on hand and proposed to be engaged for the tendered work. Similarly, list of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work. (For details refer tender documents)
Documents to be submitted as per Clause 14 of GCC-April 2022 in support of (a)Sole Proprietorship firm (b) HUF (c) Partnership Firm (d) Joint Venture (JV) (e) Company registered under Companies Act 2013 (f) LLP (Limited Liability Partnership) (g) Registered Society & Registered Trust. (for details refer tender documents) NOTE: Non submission of above documents will lead to summarily rejection of the offer.
Proposed Construction of New OPD Building (G+1) adjacent to the existing Main Hospital Building at Central Hospital, Mancheswar, Bhubaneswar.
e-Tender-estatekur-347-25
e-Tender-estatekur-347-25
Open
Works - General
24 Months
Khordha, Odisha
₹0
₹5.0 L
20 Mar 2026
27 Feb 2026
6 Mar 2026
101 items across 2 schedules · ₹5,81,24,020.74 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2520 | 177.5 | 4,47,300 |
| 2 | 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 | 840 | 196 | 1,64,640 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 469 | 2,123.75 | 9,96,038.75 |
| 4 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 69 | 7,878.5 | 5,43,616.5 |
| 5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 117 | 7,294.7 | 8,53,479.9 |
| 6 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 100 | 6,812 | 6,81,200 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 336 | 392.15 | 1,31,762.4 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1659.42 | 927.25 | 15,38,697.2 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1952.88 | 736.4 | 14,38,100.83 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 832 | 961.3 | 7,99,801.6 |
| 11 | Stairs, (excluding landings) except spiral- staircases | Sqm | 65.34 | 764.95 | 49,981.83 |
| 12 | Under 20 cm wide | Metre | 497.6 | 208.55 | 1,03,774.48 |
| 13 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 120 | 951.1 | 1,14,132 |
| 14 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding 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 | 16 | 10,585.9 | 1,69,374.4 |
| 15 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces 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 | 16 | 20,355.8 | 3,25,692.8 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 28960 | 107.85 | 31,23,336 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 80960 | 107.85 | 87,31,536 |
| 18 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 181 | 9,655.7 | 17,47,681.7 |
| 19 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 506 | 10,011.35 | 50,65,743.1 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 200 | 733.5 | 1,46,700 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 232 | 7,132.25 | 16,54,682 |
| 22 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 612 | 8,752.55 | 53,56,560.6 |
| 23 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 400 | 1,105.8 | 4,42,320 |
| 24 | Area of slab over 0.50 sqm | Sqm | 190 | 5,136.3 | 9,75,897 |
| 25 | Granite work | Metre | 120 | 510.95 | 61,314 |
| 26 | Granite Stone of approved shade | Sqm | 8 | 4,051.85 | 32,414.8 |
| 27 | 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 | 202 | 1,267.95 | 2,56,125.9 |
| 28 | Sal wood | cum | 8 | 1,16,520.3 | 9,32,162.4 |
| 29 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 96 | 3,473.85 | 3,33,489.6 |
| 30 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 6000 | 238.35 | 14,30,100 |
| 31 | 300x16 mm | Each | 60 | 216.55 | 12,993 |
| 32 | 250x10 mm | Each | 30 | 83.9 | 2,517 |
| 33 | 150x10 mm | Each | 60 | 59.45 | 3,567 |
| 34 | 100x60x2.50 mm | Each | 80 | 106.35 | 8,508 |
| 35 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 60 | 854.65 | 51,279 |
| 36 | Single rubber stopper | Each | 60 | 39.6 | 2,376 |
| 37 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 150 | 570.95 | 85,642.5 |
| 38 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 50 | 3,720.75 | 1,86,037.5 |
| 39 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system (Height upto 1.8m). | Sqm | 40 | 8,799.25 | 3,51,970 |
| 40 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 80 | 10,874.2 | 8,69,936 |
| 41 | Using R2 series with frame (39mm & above ) x (39mm & above) & mullion (39mm & above) x (60mm & above). (Height upto 1.2 meter) | Sqm | 40 | 8,765.4 | 3,50,616 |
| 42 | 125 mm | Each | 60 | 119.2 | 7,152 |
| 43 | 100mm | Each | 60 | 90.45 | 5,427 |
| 44 | 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 | 40 | 2,829.25 | 1,13,170 |
| 45 | 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 | 1000 | 772.4 | 7,72,400 |
| 46 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 160 | 1,439.4 | 2,30,304 |
| 47 | Size of Tile 600 x 600 mm | Sqm | 560 | 1,502.75 | 8,41,540 |
| 48 | Size of Tile 600 x 1200 mm | Sqm | 840 | 1,798.8 | 15,10,992 |
| 49 | Size of Tile 800 x 800 mm | Sqm | 300 | 1,728.8 | 5,18,640 |
| 50 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 200 | 3,186.7 | 6,37,340 |
| 51 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 300 | 4,481.3 | 13,44,390 |
| 52 | 110 mm diameter | Metre | 180 | 377.4 | 67,932 |
| 53 | 110 mm Shoe | Each | 50 | 131.85 | 6,592.5 |
| 54 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 600 | 1,355.8 | 8,13,480 |
| 55 | 1:6 (1 cement: 6 fine sand) | Sqm | 2282 | 333.35 | 7,60,704.7 |
| 56 | 1:6 (1 cement: 6 fine sand) | Sqm | 1742 | 383 | 6,67,186 |
| 57 | 1:4 (1 cement: 4 fine sand) | Sqm | 240 | 471.35 | 1,13,124 |
| 58 | 1:3 (1 cement : 3 fine sand) | Sqm | 1000 | 300.45 | 3,00,450 |
| 59 | Neat cement punning. | Sqm | 240 | 79.95 | 19,188 |
| 60 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2282 | 262.7 | 5,99,481.4 |
| 61 | 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 | 1742 | 160.6 | 2,79,765.2 |
| 62 | Two or more coats on new work | Sqm | 800 | 155.9 | 1,24,720 |
| 63 | 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 | 1200 | 156.05 | 1,87,260 |
| 64 | Two coats | Sqm | 2282 | 142.8 | 3,25,869.6 |
| 65 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 8 | 6,767.4 | 54,139.2 |
| 66 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 36 | 6,515.55 | 2,34,559.8 |
| 67 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 40 | 2,301.75 | 92,070 |
| 68 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 20 | 1,648.95 | 32,979 |
| 69 | 32 mm dia | Each | 40 | 103.9 | 4,156 |
| 70 | Oval shape 450x350 mm (outer dimensions) | Each | 50 | 1,377.1 | 68,855 |
| 71 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 50 | 1,083.5 | 54,175 |
| 72 | C.P. brass | Each | 30 | 803.7 | 24,111 |
| 73 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 40 | 168.35 | 6,734 |
| 74 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 40 | 231.95 | 9,278 |
| 75 | 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 | 40 | 708.95 | 28,358 |
| 76 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. | Each | 40 | 713.2 | 28,528 |
| 77 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with1/2" BSP thread and shapes, weighing not less than 60 gms. | Each | 20 | 107.2 | 2,144 |
| 78 | 20 mm nominal dia Pipes | Metre | 80 | 335 | 26,800 |
| 79 | 25 mm nominal dia Pipes | Metre | 80 | 401.55 | 32,124 |
| 80 | 40 mm nominal dia Pipes | Metre | 80 | 702.95 | 56,236 |
| 81 | 20 mm nominal dia Pipes | Metre | 400 | 537.6 | 2,15,040 |
| 82 | 40 mm nominal bore | Each | 20 | 826.1 | 16,522 |
| 83 | 20 mm nominal bore | Each | 20 | 462.5 | 9,250 |
| 84 | Horizontal | Each | 16 | 591.4 | 9,462.4 |
| 85 | 150 mm diameter | Each | 20 | 222.35 | 4,447 |
| 86 | 15 mm nominal bore | Each | 20 | 506.8 | 10,136 |
| 87 | 15 mm nominal bore | Each | 34 | 820.7 | 27,903.8 |
| 88 | 15 mm nominal bore | Each | 14 | 798.95 | 11,185.3 |
| 89 | 15 mm nominal bore | Each | 30 | 670.45 | 20,113.5 |
| 90 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 30 | 2,707.65 | 81,229.5 |
| 91 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 15 | 12,770.55 | 1,91,558.25 |
| 92 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 530.9 | 1,06,180 |
| 93 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 40 | 1,505.25 | 60,210 |
| 94 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in- charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 50 | 5,325.9 | 2,66,295 |
| 95 | 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 | Sqm | 200 | 3,510.5 | 7,02,100 |
| 96 | Sqm | 200 | 2,450.15 | 4,90,030 | |
| 97 | 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 | 400 | 9,502.35 | 38,00,940 |
| 98 | Frame size 65 x 125 mm | Metre | 160 | 1,381.6 | 2,21,056 |
| 99 | 30 mm thick | Sqm | 64 | 4,764.2 | 3,04,908.8 |
| Schedule total | ₹5,81,24,020.74 | ||||
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