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Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
29 Oct 2026, 2:30 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
MALIGAON
30 conditions · 3 needing a document upload
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.
Similar nature of Work: " Any work of supply, fabrication, erection/construction of a Light Gauge Steel Frame (LGSF) Building ".
48 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.
Tenders have been invited for and on behalf of the President of India for the work mentioned as per NIT.
Tender documents are not transferable .
It is understood that you are agreed to abide by the conditions those are laid down in the tender document when you submit the tender.
The tender document includes various chapters, drawings and annexures as enclosed, those are integral parts of the tender documents.
Rates enter in to rate page shall only be considered. Rates offered in any other form /letter by the tenderer shall not be considered.
Tenders other than in form of e-Tendering shall not be accepted against this tender. For this purpose, tenderers are required to submit their offer in IREPS.
In case of any difficulty faced by the tenderer while submitting their bid in the IREPS website assistance from help desk available with the website may be sought.
Railway Administration will not be responsible for any delay/difficulties /inaccessibility of the down loading facility for any reason whatsoever. In case of any discrepancy between the tender documents down loaded from internet and the master copy available in the offices, the latter shall prevail and will be binding on the tenderer(s). No claim on this account will be entertained.
Joint venture will be permitted in the tender value more than Rs.10.00 Crs.
Tenderer(s) has to go through the "Guideline & Conditions" of JOINT VENTURE included in Tender document carefully. Non- compliance of any conditions mentioned in the guideline of JV is liable to result in the tender being rejected.
General information about the project/work is attached separately. However the tenderer(s) are advised to visit the site for appreciation before submitting of tender.
Name & mailing address of the Tenderer(s) shall be clearly mentioned in ENGLISH language.
All the information requested for Tender shall be answered in the ENGLISH language. Where information is provided in another language, this shall be accompanied by a translation of its pertinent parts into ENGLISH. This translation will govern and be used for interpreting the information.
The railway reserves the right to:
Amend the scope and value of the work.
Reject or accept any tender; and
Cancel the tender process and reject any or all tenders, at any time.
The tenderer(s) have to fill up all the documents as stated in document.
Tenderer(s) are compulsorily required to indicate page number in the check list against relevant documents submitted by him / them.
In case of two packet system of tendering, the Second packet (Finance Bid) of only eligible tenderers found in the first packet (Technical Bid) will be opened.
Incomplete tenders are liable to be rejected without further correspondence.
If any one or more of the detailed information furnished in the tenderer's documents is proved to be false at any stage, the contractor/ firm will be debarred then and there, from all the commitments connected with the tender and his/their tender/contract will be rejected/terminated and further action will be taken as per extant rules.
Clarification of Bids: To assist in the examination, evaluation & comparison and prequalification of the Tender, the Railway may, at its discretion, ask any Bidder for a clarification of its Bid. Any clarification submitted by a Bidder that is not in response to a request by the Railway shall not be entertained or considered. The Railway request for clarification and the response of the bidder in this regard shall be in writing. However, if a Bidder does not provide clarification of its bid by the date and time communicated in the Railway request for clarification, the bid shall be evaluated as per the documents submitted along with the bid.
The Railway reserves the right to reject any or all offers without assigning any reasons and his decision shall be final and binding.
Clause 6 (Care In Submission Of Tenders), Part-I of Standard General Conditions of Contract - 2022.
(a)(i) Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the r a t e s he enters in the tender f o r m s a r e adequate and all inclusive t o accord w i t h t h e provisions in Clause-37 o f the Standard General Conditions o f Contract f o r t h e completion of works to the entire satisfaction of the Engineer.
(ii) Tenderers will examine the various provisions of The Central Goods and Services Tax Act, 2017(CGST)/ Integrated Goods and Services T a x A c t , 2017(IGST)/ Union Territory Goods and Services Tax Act, 2017(UTGST)/ respective state's State Goods and Services Tax Act (SGST) also, as notified b y Central/State G ov t & as amended from tim e t o tim e and applicable taxes before bidding. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates.
(iii) The successful tenderer who is liable to be registered under CGST/IGST/UTGST/SGST Act shall submit GSTIN along with other details required under CGST/IGST/UTGST/SGST Act to railway immediately a f t e r t h e a w a r d o f contract, without w h i c h no payment shall be released to the contractor. The contractor shall be responsible for deposition of applicable GST to the concerned authority.
(iv)In case the successful tenderer is not liable t o be registered under CGST/IGST/UTGST/ SGST Act, the railway shall deduct the applicable GST from his/their b i l l s u n d e r r e v e r s e charge mechanism (RCM) and deposit t h e same to the concerned authority.
PRICE VARIATION clause shall be applicable for tenders having value above Rs. 2 Crores.
The Bid Security shall be deposited either in cash through e payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90days beyond the bid validity period.
Tender notice attached shall also form part of tender document.
Construction of Gathering hall over the roof of Majuli ORH.
DYCE-CON-MLG3-BLD-2026-01~NFRCON
DYCE-CON-MLG3-BLD-2026-01
Open
Works - General
6 Months
Kamrup, Assam
₹0
₹2.3 L
7 Oct 2026
7 Oct 2026
15 Oct 2026
105 items across 2 schedules · ₹1,13,31,155 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 75 | 927.25 | 69,543.75 |
| 2 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 50 | 736.4 | 36,820 |
| 3 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 70 | 961.3 | 67,291 |
| 4 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1500 | 107.85 | 1,61,775 |
| 5 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 70 | 9,860.4 | 6,90,228 |
| 6 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 35 | 8,962.35 | 3,13,682.25 |
| 7 | Area of slab over 0.50 sqm | Sqm | 12 | 5,136.3 | 61,635.6 |
| 8 | Granite work | Metre | 25 | 510.95 | 12,773.75 |
| 9 | Each | 1 | 978.7 | 978.7 | |
| 10 | 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 | 80 | 1,267.95 | 1,01,436 |
| 11 | Sal wood | cum | 1 | 1,16,520.3 | 1,16,520.3 |
| 12 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 13.86 | 2,392.65 | 33,162.13 |
| 13 | On one side only | Sqm | 28 | 478 | 13,384 |
| 14 | 200x10 mm | Each | 95 | 358.4 | 34,048 |
| 15 | 100x10 mm | Each | 55 | 197.5 | 10,862.5 |
| 16 | 250x16x5 mm | Each | 25 | 308 | 7,700 |
| 17 | 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 | 3 | 1,124.85 | 3,374.55 |
| 18 | 1.5 mm thick | Sqm | 100 | 1,045.95 | 1,04,595 |
| 19 | 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 | 6.48 | 8,298.85 | 53,776.55 |
| 20 | Using R1 series with frame (33mm & above ) x (35mm & above) & sash /mullion (33mm & above) x (50 mm & above). (Height upto 0.90meter). | Sqm | 5 | 13,201.2 | 66,006 |
| 21 | 18 mm thick | Sqm | 55 | 1,362.3 | 74,926.5 |
| 22 | Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge. | Sqm | 10.07 | 1,010.6 | 10,176.74 |
| 23 | 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 | 20 | 2,829.25 | 56,585 |
| 24 | 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 | 38.39 | 2,593.15 | 99,551.03 |
| 25 | 200 mm | Each | 42 | 186.65 | 7,839.3 |
| 26 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 56 | 272 | 15,232 |
| 27 | 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 | 19 | 885.1 | 16,816.9 |
| 28 | Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) | Kg | 25 | 533.25 | 13,331.25 |
| 29 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 100 | 117.35 | 11,735 |
| 30 | 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 | 50 | 133.7 | 6,685 |
| 31 | Hot finished welded type tubes | Kg | 11250 | 194.4 | 21,87,000 |
| 32 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 30 | 226 | 6,780 |
| 33 | Second class teak wood | Sqm | 25 | 4,508.95 | 1,12,723.75 |
| 34 | Size of Tile 600x600 mm | Sqm | 210 | 1,553.45 | 3,26,224.5 |
| 35 | Size of Tile 800 x 1200 mm | Sqm | 210 | 2,056.9 | 4,31,949 |
| 36 | With Type N - Normal 50 mm thick | Sqm | 210 | 321.75 | 67,567.5 |
| 37 | 100 mm diameter | Each | 5 | 362.85 | 1,814.25 |
| 38 | 110 mm diameter | Metre | 5 | 377.4 | 1,887 |
| 39 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 210 | 1,355.8 | 2,84,718 |
| 40 | 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 | 420 | 738.65 | 3,10,233 |
| 41 | Ridges plain (500 - 600mm) | Metre | 50 | 532.35 | 26,617.5 |
| 42 | Flashings/ Aprons.( Upto 600 mm) | Metre | 40 | 485.6 | 19,424 |
| 43 | Barge board (Upto 300 mm) | Metre | 40 | 451.5 | 18,060 |
| 44 | Gutter (600 mm over all girth) | Metre | 60 | 1,313.7 | 78,822 |
| 45 | Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183, having density 48 kg/m3, 50 mm thick, wrapped in 200 G Virgin Polythene Bags fixed to wall with screw, rawl plug & washers and held and in position by criss crossing GI wire etc. complete as per directions of Engineer-in-Charge. | Sqm | 230 | 322.5 | 74,175 |
| 46 | 1:4 (1 cement: 4 fine sand) | Sqm | 250 | 347.05 | 86,762.5 |
| 47 | 1:4 (1 cement: 4 fine sand) | Sqm | 250 | 399.45 | 99,862.5 |
| 48 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 940 | 262.7 | 2,46,938 |
| 49 | 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 | 940 | 223.6 | 2,10,184 |
| 50 | 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 | 255 | 176.25 | 44,943.75 |
| 51 | 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 | 940 | 181.25 | 1,70,375 |
| 52 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 500 | 67.4 | 33,700 |
| 53 | 150 mm diameter pipes | Metre | 940 | 113.8 | 1,06,972 |
| 54 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 20 | 226.25 | 4,525 |
| 55 | Two coats | Sqm | 940 | 142.8 | 1,34,232 |
| 56 | With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre | Sqm | 50 | 70.35 | 3,517.5 |
| 57 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 940 | 73.95 | 69,513 |
| 58 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | Each | 4 | 433.75 | 1,735 |
| 59 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. | Each | 10 | 288.1 | 2,881 |
| 60 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. | Sqm | 270 | 3.45 | 931.5 |
| 61 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. | Each | 2 | 429.1 | 858.2 |
| 62 | 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 | 25 | 3,551.25 | 88,781.25 |
| 63 | 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 | 25 | 1,147.2 | 28,680 |
| 64 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. | Kg | 150 | 9.05 | 1,357.5 |
| 65 | In cement mortar | cum | 50 | 2,060.2 | 1,03,010 |
| 66 | Of area 3 sq. metres and below | Each | 4 | 367.2 | 1,468.8 |
| 67 | For thickness of tiles 10 mm to 25 mm | Sqm | 40 | 73.4 | 2,936 |
| 68 | Dismantling of flushing cistern of all types (C.I./PVC/Vitreous China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. | Each | 2 | 112.05 | 224.1 |
| 69 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 50 | 263.95 | 13,197.5 |
| 70 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 4 | 1,034.8 | 4,139.2 |
| 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 | 2 | 18,212.9 | 36,425.8 |
| 72 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 10 | 477.85 | 4,778.5 |
| 73 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 10 | 515.2 | 5,152 |
| 74 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 10 | 561.45 | 5,614.5 |
| 75 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 10 | 224.95 | 2,249.5 |
| 76 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 10 | 265.05 | 2,650.5 |
| 77 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 10 | 316.25 | 3,162.5 |
| 78 | PN - 16 Pipe, 40 mm OD (SDR-7.4) | Metre | 10 | 415.1 | 4,151 |
| 79 | 15 mm nominal bore | Each | 5 | 353.25 | 1,766.25 |
| 80 | 20 mm nominal bore | Each | 5 | 462.5 | 2,312.5 |
| 81 | 25 mm nominal bore | Each | 5 | 464.05 | 2,320.25 |
| 82 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 10000 | 11 | 1,10,000 |
| 83 | 15mm nominal bore | Each | 4 | 574.3 | 2,297.2 |
| 84 | 15 mm nominal bore | Each | 4 | 8,803.7 | 35,214.8 |
| 85 | 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 | 10 | 5,325.9 | 53,259 |
| 86 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 10 | 617.05 | 6,170.5 |
| 87 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150 gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS:801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO- V8i/ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39 mm flange x 11 mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250 mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20 mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12 mm diameter and 121 mm length conforming to AISI 304 and 316 at 500 mm c/c with minimum embedment of 100 mm in RCC (RCC to be paid separately) and located not more than 300 mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. | Kg | 4500 | 285.9 | 12,86,550 |
| 88 | Outer face- Outer face having 6 mm thick fiber cement board Type A, Category-IV as per IS: 14862:2000 fixed on 9 mm thick fiber cement board, Type A, Category-IV as per IS: 14862:2000 (high pressure steam cured) Inner Face- 12.5 mm thick gypsum plaster board conforming to IS 2095:2011 fixed on 8 mm thick fibre cement board of Type B, Category-III, as per IS: 14862:2000 (High pressure steam cured) | Sqm | 230 | 3,903.35 | 8,97,770.5 |
| 89 | Providing and fixing in all exterior face panels breathable vapour barrier underneath the cement fiber board as per National Building Code 2009 complete as per direction of Engineer-in-charge. | Sqm | 230 | 298.75 | 68,712.5 |
| Schedule total | ₹1,02,12,750.4 | ||||
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