Loading
Loading…
Loading…
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
30 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
DRM/WORKS
14 conditions · 2 needing a document upload
10.2 - 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, as provided at Page 41 of tender documents, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
10.1 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. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre- defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Non-submission of the Completion certificate issued by the Competent Authority shall result into summarily rejection of the offer.
Defination of Similar Work :- 3.10 - Any Civil Engineering work.
23 conditions · 2 needing a document upload
"The said suppliers of goods and/or services would be subject to GST Act and Rules as applicable from time to time. Tenderers are requested to submit their offers as per GST Tax regime. All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law"
Successful tenderers are required to submit the number of labour to be employed for this particular work. Also the list showing names, along with all other details, of male and female workers employed in this work, should be submitted to office, at the time of submitting performance guarantee and before executing contract agreement. They should also ensure that 1) The payment to the contract labour should be made through bank/cheque. 2) Identity Cards should be issued to all contract workers. 3) Necessary steps should be taken to deduct provident fund from the payment made to contract labour and ensure that the same is credited to their Provident Fund account. 4)Medical facilities from ESI should be ensured, if applicable.
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.
Tenderers are required to submit a copy of cancelled cheque in order to facilitate the payments regarding refund of EMD etc. in their proper accounts.
Indian Railways Standard General Conditions of Contract, April 2022 (GCC, April 2022) has been introduced and available on website with all correction slips issued up to date for inviting tender and same will be applicable for this tender. Advance Correction Slip No. 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 and 11 to Indian Railways Standard General Conditions of Contract, April - 2022 circulated by the Railway Board vide letter No. 2022/CE-I/ CT/GCC-2022/Policy dated 14.07.2022, 13.12.2022, 26.04.2023, 07.08.2023, 20.10.2023 , 21.12.2023, 25.09.2024, 20.12.2024, 09.01.2025,04.03.2025 and 13.03.2026 are applicable to this tender.
I/We agree to carry out all works with use of modern equipments of required capacity for the work without extra payment. The decision of railway engineer shall be final and binding in this regard.
It is the responsibility of contractor to arrange the payment of the labour employed for the work through bank and to deduct PF as per the provisions of Minimum Wages Act.
The quantities shown above are approximate and to give a general guideline. Railway reserves a right to increase, decrease or to delete any of the items mentioned in schedule.
As per ACS 1 to GCC April 2022, issued vide Railway Board's letter dt. 14.07.2022, PVC Clause shall be applicable only in tenders having advertised value above Rs. 2 Crores provided to the provisions as per clause 46A-1. Tenderers should take a note and quote their rates accordingly.
In case Civil work tenders, the quantity of cement required in the items where necessary, will be used by the contractor on the same rates as accepted in tender, as per the quantity mentioned against each item in USSOR/DSR, though not mentioned in tender schedule.
Tenderers are advised to quote their rates including all type of taxes and levies etc. to be paid by them. Any extra payment will not be made on account of taxes/Levies etc., in excess of Contract Agreement Value,
In case of submission of Bid Security in the form of Bank Guarantee, a scanned copy of Original BG valid for a period of 90 days beyond the validity period of tender, and addressed in favour of Sr.DFM/WCR/BPL, shall be uploaded on IREPS portal while applying for tender. And As per ACS 2 to GCC April 2022, circulated vide Railway Board letter dt. 13.12.22, original BG should be delivered in person to the Concerned Official in Office before closing date for submission of bid (i.e. Excluding the last date of submission of bid) without fail. Any failure in this connection shall lead to summary rejection of bid.
Maintenance Period for this work will be 6 months after successful completion of work.
Banapura : Balance Works of Station Building, Raising & Extension of PF No. 2 & 3, Bay COP Work, Development of Parking facilities including Construction of Boundary Wall.
WCR-BPL-W-26-27-S-07-44
WCR-BPL-W-26-27-S-07-44
Open
Works - General
12 Months
Bhopal, Madhya Pradesh
₹0
₹7.8 L
30 Jun 2026
4 Jun 2026
16 Jun 2026
91 items across 2 schedules · ₹4,44,51,382.14 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 2 | All kinds of soil | cum | 586.64 | 205.45 | 1,20,525.19 |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 1664.1 | 368.65 | 6,13,470.47 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 180.9 | 2,161.2 | 3,90,961.08 |
| 5 | 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 | 140.84 | 7,365.15 | 10,37,307.73 |
| 6 | 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 | 133.15 | 6,833.4 | 9,09,867.21 |
| 7 | Foundations, footings, bases for columns | Sqm | 121.14 | 307.95 | 37,305.06 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 687.22 | 307.95 | 2,11,629.4 |
| 9 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 765.6 | 669.55 | 5,12,607.48 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 360.9 | 608.35 | 2,19,553.52 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 514.08 | 804.25 | 4,13,448.84 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 53492.37 | — | 89.65 | 47,95,590.97 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 462.14 | 8,683.8 | 40,13,131.33 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 58.3 | 10,306.2 | 6,00,851.46 |
| 15 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 171.74 | 688.45 | 1,18,234.4 |
| 16 | Granite work | Metre | 318 | 418.85 | 1,33,194.3 |
| 17 | Granite Stone of approved shade | Sqm | 19.8 | 3,542.85 | 70,148.43 |
| 18 | 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 | 356 | 1,063.45 | 3,78,588.2 |
| 19 | 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 metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm 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 item.s 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 Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 15.75 | 4,474.2 | 70,468.65 |
| 20 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25.2 | 2,818.5 | 71,026.2 |
| 21 | 30 mm thick shutters | Sqm | 12.6 | 2,427.85 | 30,590.91 |
| 22 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 5 | 856.3 | 4,281.5 |
| 23 | 30 mm thick pre laminated PVC door shutters | Sqm | 37.8 | 2,455.1 | 92,802.78 |
| 24 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg 40345.92 | — | 111.95 | 45,16,725.74 |
| 25 | Hot finished welded type tubes | Kg | 12600 | 154.9 | 19,51,740 |
| 26 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 396 | 88.5 | 35,046 |
| 27 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1455 | 142.3 | 2,07,046.5 |
| 28 | 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, i/c 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 | 197.49 | 612.25 | 1,20,913.25 |
| 29 | 25 mm thick | Sqm | 864 | 1,706.6 | 14,74,502.4 |
| 30 | 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 | 79.75 | 1,225.1 | 97,701.73 |
| 31 | Size of Tile 1000x1000 mm | Sqm | 603 | 2,551.95 | 15,38,825.85 |
| 32 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 264.75 | 3,908.8 | 10,34,854.8 |
| 33 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 50 | 2,677.9 | 1,33,895 |
| 34 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 1152 | 163.65 | 1,88,524.8 |
| 35 | 110 mm diameter | Metre | 300 | 319.75 | 95,925 |
| 36 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 1100 | 1,145.95 | 12,60,545 |
| 37 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 1476 | 671.55 | 9,91,207.8 |
| 38 | 1:4 (1 cement: 4 fine sand) | Sqm | 3210 | 294.85 | 9,46,468.5 |
| 39 | 1:3 (1 cement : 3 fine sand) | Sqm | 650 | 253.05 | 1,64,482.5 |
| 40 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 900 | 245 | 2,20,500 |
| 41 | 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 | 5274.8 | 158.95 | 8,38,429.46 |
| 42 | 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 | 380 | 140.05 | 53,219 |
| 43 | Two or more coats on new work | Sqm | 373.5 | 131.45 | 49,096.58 |
| 44 | Two or more coats on new work | Sqm | 1080 | 121.45 | 1,31,166 |
| 45 | 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 | 4000 | 123.85 | 4,95,400 |
| 46 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 51.6 | 2,007.1 | 1,03,566.36 |
| 47 | 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 | 103.8 | 2,928.1 | 3,03,936.78 |
| 48 | In cement mortar | cum | 7.2 | 1,698.45 | 12,228.84 |
| 49 | Channels, angles, tees and flats | Kg | 500 | 1.9 | 950 |
| 50 | G.S. Sheet | Sqm | 272 | 136 | 36,992 |
| 51 | 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). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 227.25 | 8,277.55 | 18,81,073.24 |
| 52 | Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. | cum | 227.25 | -191.1 | -43,427.48 |
| 53 | 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 | 537 | 1,719 | 9,23,103 |
| 54 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 105 | 932.35 | 97,896.75 |
| 55 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 8 | 5,781.35 | 46,250.8 |
| 56 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 5,540.55 | 22,162.2 |
| 57 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 8 | 5,268.85 | 42,150.8 |
| 58 | White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar tap | Each | 10 | 1,913.75 | 19,137.5 |
| 59 | Providing and fixing 600x450 mm beveled 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 | 10 | 1,411.15 | 14,111.5 |
| 60 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 3 | 13,036.55 | 39,109.65 |
| 61 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 84 | 316.1 | 26,552.4 |
| 62 | PN - 10 Pipe, 50mm OD (SDR-11) | Metre | 200 | 666.65 | 1,33,330 |
| 63 | PPR Union 50mm | Each | 16 | 764.05 | 12,224.8 |
| 64 | 15 mm nominal dia Pipes | Metre | 50 | 255.9 | 12,795 |
| 65 | 20 mm nominal dia Pipes | Metre | 100 | 325.1 | 32,510 |
| 66 | 25 mm nominal dia Pipes | Metre | 150 | 408.55 | 61,282.5 |
| 67 | 50 mm nominal dia Pipes | Metre | 100 | 811.85 | 81,185 |
| 68 | Horizontal | Each | 4 | 1,173.65 | 4,694.6 |
| 69 | Class I | Each | 2 | 4,097.9 | 8,195.8 |
| 70 | 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. | Litre | 10000 | 9.7 | 97,000 |
| 71 | 15 mm nominal bore, 122mm long, weighing not less than 99 gms | Each | 60 | 143.3 | 8,598 |
| 72 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 400 | 96.45 | 38,580 |
| 73 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 30 | 136.6 | 4,098 |
| 74 | 150 mm dia. R.C.C. pipe | Metre | 150 | 493.1 | 73,965 |
| 75 | 300 mm dia. R.C.C. pipe | Metre | 150 | 902.05 | 1,35,307.5 |
| 76 | 300 mm dia piles | Metre | 440 | 2,560.9 | 11,26,796 |
| 77 | 300 mm dia piles | Each | 135 | 2,182.6 | 2,94,651 |
| 78 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1050 | 466.3 | 4,89,615 |
| 79 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 500 | 564.8 | 2,82,400 |
| 80 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 32.1 | 1,325.55 | 42,550.16 |
| 81 | 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 be paid separately). | Sqm | 43.5 | 4,540.7 | 1,97,520.45 |
| 82 | 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 50x25x2mm 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 | 100 | 8,230.05 | 8,23,005 |
| 83 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 24.21 | 6,057.95 | 1,46,662.97 |
| 84 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 230.06 | 8,086.6 | 18,60,403.2 |
| Schedule total | ₹4,09,93,095.66 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
TDGCCMarch_261.pdf
ATTACHMENT
PublicProcurementOrder.pdf
ATTACHMENT
Annualcont.turnoverformatAnn.VIB.pdf Annexure-VIB
ATTACHMENT
ACS11.pdf
ATTACHMENT
ListofApprovedBrand.pdf
ATTACHMENT
SpecialConditionsforbuildingwork.pdf
ATTACHMENT
ScopeofWorkBanapura.pdf
ATTACHMENT
Annualcont.turnoverformatAnn.VIB.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .