Loading
Loading…
Loading…
Tender Value
₹63.5 Cr
EMD Value
₹1.3 Cr
Closing Date
7 Aug 2026, 2:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
GS
14 conditions · 2 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-F 1, 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 of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of 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 of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered atleast 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate. Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender.
Defination of Similar Work :- C-2: Any Civil Engineering Works (excluding Track works / Zonal works).
17 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.
For the tender value above Rs.10.0 crores, the tenderers should submit Bid capacity statement in the prescribed proforma (As per GCC) duly verified by Chartered Accountant. In case, the tenderer/s failed to upload Bid Capacity Proforma along with offer, their /his offer shall be considered as incomplete and will be rejected summarily
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e OS/Tenders/GS/SC Division) as indicated in the tender document Before closing date for submission of bids. (i.e. excluding the last date of submission of Bids).
All the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General instructions 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.
IRISET- Setting up of a Centre of Excellence including general infrastructure for Modern Signaling (Kavach) & Telecom.
08_GS_SC_26_OT
08_GS_SC_26_OT
Open
Works - General
18 Months
Hyderabad, Telangana
₹0
₹1.3 Cr
7 Aug 2026
2 Jul 2026
24 Jul 2026
264 items across 7 schedules · ₹72,66,64,693.08 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 35.02 | 174.04 | 6,094.88 |
| 2 | 5km | cum | 29312.71 | 326.68 | 95,75,876.1 |
| 3 | All kinds of soil | cum | 20217.35 | 177.5 | 35,88,579.63 |
| 4 | Ordinary rock | cum | 7826.46 | 498.9 | 39,04,620.89 |
| 5 | Hard rock (blasting prohibited) | cum | 3305.73 | 1,432.95 | 47,36,945.8 |
| 6 | All kinds of soil. | cum | 930.58 | 260.3 | 2,42,229.97 |
| 7 | 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 | 12237.58 | 196 | 23,98,565.68 |
| 8 | All kinds of soil | cum | 10628 | 126.8 | 13,47,630.4 |
| 9 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 160 | 234.75 | 37,560 |
| 10 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 2049 | 310.05 | 6,35,292.45 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 501 | 392.15 | 1,96,467.15 |
| 12 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 1528 | 842.5 | 12,87,340 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 14608.6 | 927.25 | 1,35,45,824.35 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 6758 | 736.4 | 49,76,591.2 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 6102.82 | 961.3 | 58,66,640.87 |
| 16 | Stairs, (excluding landings) except spiral-staircases | Sqm | 34 | 764.95 | 26,008.3 |
| 17 | Under 20 cm wide | Metre | 1368 | 208.55 | 2,85,296.4 |
| 18 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 6 | 951.1 | 5,706.6 |
| 19 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 15390.08 | 384.3 | 59,14,407.74 |
| 20 | 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 | 4948.31 | 8,333.65 | 4,12,37,483.63 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 240 | 7,311.25 | 17,54,700 |
| 22 | Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand) | cum | 280 | 10,128.1 | 28,35,868 |
| 23 | Area of slab over 0.50 sqm | Sqm | 6550 | 5,136.3 | 3,36,42,765 |
| 24 | Sqm | 4487 | 506.7 | 22,73,562.9 | |
| 25 | White Agaria Marble Stone | Sqm | 100 | 3,500.45 | 3,50,045 |
| 26 | 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 | 250 | 1,267.95 | 3,16,987.5 |
| 27 | With 12 mm mild steel U beading | Sqm | 435 | 939.2 | 4,08,552 |
| 28 | 150x10 mm | Each | 138 | 287.25 | 39,640.5 |
| 29 | 75 mm | Each | 138 | 184.95 | 25,523.1 |
| 30 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 139 | 1,124.85 | 1,56,354.15 |
| 31 | 75 mm overall thickness partition with 12.5 mm thick double skin fire rated Glass Reinforced Gypsum (GRG) plaster board conforming to IS: 2095: part 3 (Board with BIS certification marks) | Sqm | 2200 | 2,131.1 | 46,88,420 |
| 32 | 12.5 mm thick | Sqm | 1250 | 1,308.85 | 16,36,062.5 |
| 33 | Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (74mm & above). (Height upto 2.5 meter). | Sqm | 250 | 10,078.95 | 25,19,737.5 |
| 34 | Using R3 series with frame (55mm & above ) x (45mm & above) & sash /mullion (55mm & above) x (65mm & above). (Height above 1.2 meter) | Sqm | 50 | 11,919.85 | 5,95,992.5 |
| 35 | Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/sqm) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredited labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm. | Sqm | 100 | 43,677.65 | 43,67,765 |
| 36 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 3119 | 1,056.15 | 32,94,131.85 |
| 37 | Makrana white second quality | Sqm | 2400 | 3,737.45 | 89,69,880 |
| 38 | Size of Tile 600 x 1200 mm | Sqm | 2165 | 1,577.15 | 34,14,529.75 |
| 39 | Size of Tile 1000 x 1000 mm | Sqm | 10872 | 1,801.7 | 1,95,88,082.4 |
| 40 | Size of Tile 600 x 600 mm | Sqm | 1100 | 1,464.85 | 16,11,335 |
| 41 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 11216 | 4,481.3 | 5,02,62,260.8 |
| 42 | 110 mm diameter | Metre | 126.02 | 377.4 | 47,559.95 |
| 43 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 20 | 54.7 | 1,094 |
| 44 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 1430 | 1,529.1 | 21,86,613 |
| 45 | Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60 | Sqm | 1150 | 1,744.15 | 20,05,772.5 |
| 46 | Gutter (600 mm over all girth) | Metre | 50 | 1,313.7 | 65,685 |
| 47 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. | Sqm | 2200 | 2,215.15 | 48,73,330 |
| 48 | 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. | Sqm | 2200 | 1,572.3 | 34,59,060 |
| 49 | 1:4 (1 cement: 4 fine sand) | Sqm | 22268 | 399.45 | 88,94,952.6 |
| 50 | 1:3 (1 cement: 3 fine sand) | Sqm | 14000 | 494.3 | 69,20,200 |
| 51 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 4214 | 262.7 | 11,07,017.8 |
| 52 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 3350 | 181.25 | 6,07,187.5 |
| 53 | Two or more coats on new work | Sqm | 850 | 155.9 | 1,32,515 |
| 54 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete | Each | 139 | 271.45 | 37,731.55 |
| 55 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 56 | 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 | 70 | 3,551.25 | 2,48,587.5 |
| 57 | In cement mortar | cum | 80 | 2,060.2 | 1,64,816 |
| 58 | In cement mortar | cum | 60 | 2,458.95 | 1,47,537 |
| 59 | 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 | 100 | 5.65 | 565 |
| 60 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 1 | 6,767.4 | 6,767.4 |
| 61 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 16 | 2,648.85 | 42,381.6 |
| 62 | White Vitreous China Angle back wash basin size 400 x 400 mm with single 15 mm C.P. brass pillar tap | Each | 46 | 1,756.85 | 80,815.1 |
| 63 | White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers | Each | 15 | 3,600.6 | 54,009 |
| 64 | 40 mm dia | Each | 482 | 116.7 | 56,249.4 |
| 65 | Rectangular shape 1500x450 mm | Each | 20 | 2,093 | 41,860 |
| 66 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 75 | 1,151.9 | 86,392.5 |
| 67 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 8 | 1,180.75 | 9,446 |
| 68 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | Each | 118 | 122.4 | 14,443.2 |
| 69 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms | Each | 118 | 375.65 | 44,326.7 |
| 70 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | Each | 65 | 7,979.2 | 5,18,648 |
| 71 | 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 | 4 | 18,212.9 | 72,851.6 |
| 72 | 15 mm nominal dia Pipes | Metre | 400 | 497.8 | 1,99,120 |
| 73 | 20 mm nominal dia Pipes | Metre | 400 | 537.6 | 2,15,040 |
| 74 | 25 mm nominal dia Pipes | Metre | 455 | 627.25 | 2,85,398.75 |
| 75 | 32 mm nominal dia Pipes | Metre | 330 | 739.3 | 2,43,969 |
| 76 | 40 mm nominal dia Pipes | Metre | 190 | 563.05 | 1,06,979.5 |
| 77 | 50 mm nominal dia Pipes | Metre | 340 | 794.25 | 2,70,045 |
| 78 | 25 mm dia nominal bore | Metre | 115 | 467.75 | 53,791.25 |
| 79 | 40 mm dia nominal bore | Metre | 45 | 617.05 | 27,767.25 |
| 80 | 50 mm dia nominal bore | Metre | 125 | 762.15 | 95,268.75 |
| 81 | 80 mm dia nominal bore | Metre | 150 | 1,041.7 | 1,56,255 |
| 82 | 15 mm nominal bore | Each | 4 | 353.25 | 1,413 |
| 83 | 32 mm nominal bore. | Each | 20 | 689.6 | 13,792 |
| 84 | 40 mm nominal bore | Each | 16 | 826.1 | 13,217.6 |
| 85 | 50 mm nominal bore | Each | 6 | 1,026.65 | 6,159.9 |
| 86 | 15 mm nominal bore | Each | 120 | 406.85 | 48,822 |
| 87 | 20 mm nominal bore | Each | 118 | 462.5 | 54,575 |
| 88 | 25 mm nominal bore | Each | 36 | 464.05 | 16,705.8 |
| 89 | 20 mm nominal bore | Each | 84 | 119.05 | 10,000.2 |
| 90 | 15mm nominal bore | Each | 85 | 574.3 | 48,815.5 |
| 91 | 15 mm outer dia pipe | Metre | 325 | 704.05 | 2,28,816.25 |
| 92 | 22 mm outer dia Pipe | Metre | 182 | 1,025.25 | 1,86,595.5 |
| 93 | 35 mm outer dia Pipe | Metre | 35 | 1,765.1 | 61,778.5 |
| 94 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 8 | 12,770.55 | 1,02,164.4 |
| 95 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 12,725 | 63,625 |
| 96 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 6,889.8 | 20,669.4 |
| 97 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 35 | 6,937.9 | 2,42,826.5 |
| 98 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 9 | 9,594.35 | 86,349.15 |
| 99 | 450 mm dia RCC pipes. | Metre | 95 | 2,676.55 | 2,54,272.25 |
| 100 | 600 mm dia RCC pipes. | Metre | 120 | 3,401.25 | 4,08,150 |
| 101 | 900 mm dia RCC pipes. | Metre | 32 | 5,377.25 | 1,72,072 |
| 102 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 9 | 495.05 | 4,455.45 |
| 103 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 113 | 1,176.8 | 1,32,978.4 |
| 104 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 190 | 1,685.4 | 3,20,226 |
| 105 | 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 | 145 | 5,325.9 | 7,72,255.5 |
| 106 | For vertical surface two coats @ 0.70 kg per sqm per coat | Sqm | 3249 | 472.9 | 15,36,452.1 |
| 107 | For horizontal surface one coat @1.10 kg per sqm. | Sqm | 891 | 362.8 | 3,23,254.8 |
| 108 | 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 | 2417 | 414.3 | 10,01,363.1 |
| 109 | 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 | 767 | 2,450.15 | 18,79,265.05 |
| 110 | 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 | 450 | 9,502.35 | 42,76,057.5 |
| 111 | With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles | Sqm | 1174.65 | 2,630.4 | 30,89,799.36 |
| 112 | 30 mm thick | Sqm | 350 | 4,346.7 | 15,21,345 |
| Schedule total | ₹29,31,69,391.6 | ||||
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
Newspecialconditions.pdf
ATTACHMENT
ACSsupto11.pdf
ATTACHMENT
I_CT_GCC-
ATTACHMENT
BuildingSpecialConditions.pdf
ATTACHMENT
COEBuildingLocation.pdf
ATTACHMENT
COEConceptualPlans.pdf
ATTACHMENT
Master Tender Booklet 1 upto ACS11
ATTACHMENT
Master Tender Booklet 2 upto ACS11
ATTACHMENT
JVMOUFormat.pdf
ATTACHMENT
JVAgtFormat.pdf
ATTACHMENT
KamaalAssociatesAdress.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27_04_22.pdf
ATTACHMENT
Mastertenderbooklet1uptoACS-11.pdf
ATTACHMENT
Mastertenderbooklet2uptoACS-11.pdf
ATTACHMENT
Newspecialconditions.pdf
CORRIGENDUM
KamaalAssociatesAdress.pdf
CORRIGENDUM
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 .