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Tender Value
₹11.0 Cr
EMD Value
₹22.0 L
Closing Date
29 May 2026, 11:30 amClosed
Yes (up to 5 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
TENDER
17 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 tenderer shall submit requisite information as per Annexure-VIB of GCC, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. ('V/N' or V'-' Required minimum average annual contractual turnover.
a. The tenderer must have successfully 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.
Similar Nature of work-1. Signal and Telecommunication: - Similar single work means carrying out "Execution of any signaling work having item specified i.e.,IBS/IBH/BPAC/SSBPAC(D) or UFSBI Block". NOTE- A1: For the following equipment's after award of the contract and before supply of equipment." MoU with RDSO approved firm (if available) or in case not available, MoU with OEM who meets the RDSO specification" covering supply, installation, testing and commissioning of system shall be submitted including after sales support required during the warranty period.
Electrical (G): Similar nature of work is "Work of supply, installation, testing and commissioning of Sub-station (with or without supply of transformer/substation equipments) for 11KV or above with at least 50% capacity of the proposed sub-station KVA rating". CONTRACTOR'S ELECTRICAL LICENCE:- The work shall be carried out only by a Tenderer/Contractor holding a valid Class-I or above Electrical license only issued by any state Government for carrying out the installation work of the voltage classes involved, under the direct supervision of the persons holding valid certificates of competency for the same voltage classes issued or recognized by the State Government.The tenderer should furnish with his tender offer the particulars of the license held by him. The successful tenderer shall furnish the names and particulars of certificates of competency of the supervisors and workmen to be engaged for carrying out this work.
Electrical (TRD): The tender portion of the Electrical (TRD) is less than the 50 lakhs. Hence the Similar nature of work is not applicable.
Engineering : Similar nature of work is "Carrying out any Civil Engineering works".
38 conditions · 8 needing a document upload
Submit your bank details i.e. Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number
As per Correction slip "The tenderers shall submit a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-V. In addition to Annexure-V, in case of other than Company/Proprietor firm. Annexure -V(A) shall also be submitted by the each member of a Partnership Firm / Joint Venture (JV) / Hindu Undivided Family (HUH / Limited Liability Partnership (LLP) etc., as the case may be. Non submission of above certificate(s) by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self- attested/digitally signed by which they/he is qualifying the Qualifying Criteria mentioned in the Tender document. [Format available in Correction slip].
In case the Tenderer is a Partnership Firm: [i] A notarized copy Partnership deed. [ii] A notarized or registered Power of Attorney (duly registered as per prevailing law) in favour of an individual to sign the tender documents and create liability against the Firm. [iii] PAN / TAN number of Partnership firm (PAN / TAN number in the name of any of the constituent partners shall not be considered).
In case the Tender is a HUF: (i) A copy of notarized affidavit on Stamp Paper declaring that he who is submitting the tender on behalf of HUF is in the position of 'Karta' of Hindu Undivided Family (HUF) and he has the authority, power and consent given by other members to act on behalf of HUF. and (iii) All other documents in terms of explanatory notes in clause 10 of IRGCC- 2022.
In case the Tender is a Sole Proprietorship Firm: (i) All other documents in terms of explanatory notes in clause 10 of IRGCC- 2022
In case the Tenderer is a Company registered under Companies Act-2013:(i) The copies of MOA (Memorandum of Association) / AOA (Articles of Association) of the company. (ii) A copy of Certificate of Incorporation. (iii) A copy of Authorization/Power of Attorney issued by the Company (backed by the resolution of Board of Directors) in favour of the individual to sign the tender on behalf of the company and create liability against the company. and (iv) Copy of PAN number of the Company.
In case the Tenderer is a LLP Firm registered under LLP Act-2008 (i) a copy of LLP Agreement, (ii) a copy of Certificate of Incorporation. (iii) a copy of Power of Attorney/Authorisation issued by the LLP Firm in favour of the individual to sign the tender on behalf of the LLP Firm and create liability against the Firm. and (iv) copy of PAN number of the LLP Firm.
In case the Tenderer is a Registered Society & Registered Trust: (i) A copy of the Certificate of Registration. (ii) Deed of Formation. (iii) A copy of Power of Attorney in favour of the individual to sign the tender documents and create liability against the Society/Trust. (iv) copy of PAN number of the Society/Trust.
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.
If the mandatory documents asked for in the E-Tender Document are not submitted along with the tender, the tender submitted otherwise will be treated as incomplete and will not be considered.
The quantities shown in above Schedule are approximate and are as a guide to give the tenderer(s) an idea of quantum of work involved. The Railway reserves the right to increase/ decrease and/or delete or include any of the quantities given above and no extra rate will be allowed on this account.
All rates quoted in the tender shall be deemed to be inclusive of all Taxes royalties payable by the contractor s to the Government or public body or local authority and no additional amount will be paid or claim entertained on this account by the Railway.
It is responsibility of the tenderer that they ensure to see any Corrigendum of the tender to check the corrigendum on the website from time to time.
The Tenderer(s) shall quote his / their rates as a percentage above or below the Schedule of Rates of South Western Railway as applicable to Mysore Division except where he/they are required to quote item rates and must tender for all the items shown in the Schedule of approximate quantities attached. The quantities shown in the attached Schedule are given as a guide and are approximate only and are subject to variation according to the needs of the Railway. The Railway does not guarantee work under each item of the Schedule.
The works are required to be completed within a period of months as mentioned in website from the date of issue of acceptance letter..
The Tenderer(s) shall keep the offer open for a minimum period of 60 days from the date of opening of the Tender. It is understood that the tender documents have been sold/issued to the Tenderer(s) and the Tenderer(s), is / are permitted to tender in consideration of the stipulation on his / their part that after submitting his / their tender subject to the period being extended further, if required by mutual agreement from time to time, he will not resale from his offer or modify the terms and conditions thereof in a manner not acceptable to the DRM/S&T/Divisional Engineer of SW Railway, Should the tenderer fail to observe or comply with the foregoing stipulation, the amount deposited as Earnest Money for the due performance of the above stipulation, shall be forfeited to the Railway.
If the tender is accepted, the amount of Earnest Money will be retained and adjusted as Security Deposit for the due and faithful fulfillment of the contract. This amount of Security Deposit shall be forfeited, if the Tenderer(s)/Contractor(s) fail to execute the Agreement Bond within 7 days after receipt of notice issued by Railway that such documents are ready or to commence the work within 15 days after receipt of the order to that effect
Rights of the Railway to Deal with Tender: The authority for the acceptance of the tender will rest with the Railway. It shall not be obligatory on the said authority to accept the lowest tender or any other tender and no Tenderer's(s) shall demand neither any explanation for the cause of rejection of his /their tender nor the Railway to assign reasons for declining to consider or reject any particular tender or tenders.
If the tenderer(s) expires after the submission of his / their tender or after the acceptance of his their tender, the Railway shall deem such tender cancelled. If a partner of a firm expires after the submission of their tender or after the acceptance of their tender, the Railway shall deem such tender as cancelled, unless the firm retains its character.
No post tender correspondence will be permitted and the tender shall be decided based on the documents uploaded with the offer only.
The Tenderer's shall not add any conditions on their own in the tender documents while submitting their offer. Any such conditions if stated and if tender conditions are in violation of the Railway s, may lead to summary rejection of the offer. Railway reserves the right to reject such tenders summarily without assigning any reasons whatsoever
Tender cost is not transferable and the amount once paid is non- refundable
The responsibility of uploading the correct documents lies with the Tenderer's. In case, the documents uploaded are found manipulated/forged, the offers of such Tenderer's will not be considered and such Tenderer's are liable to be debarred to participate for future works duly forfeiting their Earnest Money and the tenderer/contractor shall have no claims whatsoever in this regard. Railway reserves the right to determine/rescind the contract entered into in case of such false certificates/documents at any stage of the contract treating it as default of the contractor .
Tender Opening will be done any time after the tender closing time. Tenderers are not required to be present during the opening. Railway reserves right to open the tender any time after the time of closing of tender.
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 rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in Clause-37 of the Standard General Conditions of Contract for the completion of works to the entire satisfaction of the Engineer.
Railways, being principal employer are required to ensure that the contractors are complying with the provisions of the contract labour (R&A) Act, 1970 and Minimum wages Act, 1948 strictly and arranging prescribed minimum wages to the contractor labourers vide Railway Board letter No. 2016/E(LL)/AT/MW/1Dt. 05.06.2017.
Intermediate Block Signal (3 Nos-IBS) between CTA-BAHI at Km 42/900, CHKE- THKU at Km 75/600-700 and BOMN-MOMU at Km 108/700-800 stations in JRU-RDG Section. Composite Tender of S&T work + Engineering + Electrical (G)+ Electrical (TRD).
02-SNT-MYS-2026
02-SNT-MYS-2026
Open
Works - General
9 Months
Dharwad, Karnataka
₹0
₹22.0 L
29 May 2026
7 May 2026
15 May 2026
225 items across 4 schedules · ₹91,31,702.6 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | — | — | — | — | |
| 1 | All kinds of soil | cum | 280 | 177.5 | 49,700 |
| Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | — | — | — | — | |
| 2 | All kinds of soil. | cum | 90 | 260.3 | 23,427 |
| 3 | 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 | 150 | 196 | 29,400 |
| 4 | 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 | 100 | 700.5 | 70,050 |
| Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | — | — | — | — | |
| 5 | All kinds of soil | cum | 40 | 126.8 | 5,072 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 50 | 7,178.75 | 3,58,937.5 |
| DAMP-PROOF COURSE | — | — | — | — | |
| 7 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 45 | 410.85 | 18,488.25 |
| MISCELLANEOUS | — | — | — | — | |
| 8 | Making plinth protection 50 mm thick of cement concrete 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) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 75 | 749.3 | 56,197.5 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 200 | 392.15 | 78,430 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 200 | 927.25 | 1,85,450 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 250 | 736.4 | 1,84,100 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 110 | 961.3 | 1,05,743 |
| 13 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm | 25 | 392.15 | 9,803.75 |
| Edges of slabs and breaks in floors and walls | — | — | — | — | |
| 14 | Under 20 cm wide | Metre | 75 | 208.55 | 15,641.25 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 10 | 951.1 | 9,511 |
| PRE-CAST RCC | — | — | — | — | |
| 16 | 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 | 10 | 20,355.8 | 2,03,558 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 75 | 9,504.75 | 7,12,856.25 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 55 | 9,860.4 | 5,42,322 |
| STONE WORK | — | — | — | — | |
| RANDOM RUBBLE MASONRY | — | — | — | — | |
| Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : | — | — | — | — | |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 60 | 7,311.25 | 4,38,675 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| FRAMES AND TRUSSES | — | — | — | — | |
| Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). | — | — | — | — | |
| 20 | Second class teak wood | cum | .5 | 1,42,949.7 | 71,474.85 |
| Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : | — | — | — | — | |
| Float glass panes | — | — | — | — | |
| 21 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 20 | 2,241.8 | 44,836 |
| Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non- decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: | — | — | — | — | |
| 22 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 15 | 2,392.65 | 35,889.75 |
| Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) | — | — | — | — | |
| 23 | On one side only | Sqm | 15 | 478 | 7,170 |
| 24 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 15 | 462.35 | 6,935.25 |
| MISCELLANEOUS-WOOD WORK | — | — | — | — | |
| Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. | — | — | — | — | |
| 25 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 300 | 238.35 | 71,505 |
| 26 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 30 | 228.85 | 6,865.5 |
| CHROMIUM PLATED BRASS FITTINGS | — | — | — | — | |
| 27 | Providing and fixing chromium plated 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 | 5 | 998.35 | 4,991.75 |
| ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) | — | — | — | — | |
| Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : | — | — | — | — | |
| 28 | 250x16 mm | Each | 5 | 260.6 | 1,303 |
| Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : | — | — | — | — | |
| 29 | 250x10 mm | Each | 10 | 115.15 | 1,151.5 |
| 30 | 150x10 mm | Each | 10 | 82.55 | 825.5 |
| Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : | — | — | — | — | |
| 31 | 100 mm | Each | 10 | 59.55 | 595.5 |
| Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. | — | — | — | — | |
| 32 | Single rubber stopper | Each | 5 | 39.6 | 198 |
| FLOORING | — | — | — | — | |
| VITRIFIED FLOOR TILES | — | — | — | — | |
| Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | — | — | — | — | |
| 33 | Size of Tile 600x600 mm | Sqm | 120 | 1,553.45 | 1,86,414 |
| ROOFING | — | — | — | — | |
| SHEET ROOFING | — | — | — | — | |
| Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: | — | — | — | — | |
| 34 | With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 | Sqm | 250 | 607.4 | 1,51,850 |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | — | — | — | — | |
| 35 | 110 mm diameter | Metre | 50 | 377.4 | 18,870 |
| Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. | — | — | — | — | |
| Bend 87.5 degree | — | — | — | — | |
| 36 | 110 mm bend | Each | 20 | 150.35 | 3,007 |
| Shoe (Plain) | — | — | — | — | |
| 37 | 110 mm Shoe | Each | 20 | 131.85 | 2,637 |
| Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. | — | — | — | — | |
| 38 | 110 mm | Each | 40 | 371.3 | 14,852 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 39 | 1:6 (1 cement: 6 fine sand) | Sqm | 900 | 333.35 | 3,00,015 |
| 6 mm CEMENT PLASTER | — | — | — | — | |
| 6 mm cement plaster of mix : | — | — | — | — | |
| 40 | 1:3 (1 cement : 3 fine sand) | Sqm | 150 | 300.45 | 45,067.5 |
| PEBBLE DASH PLASTER | — | — | — | — | |
| 41 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 500 | 262.7 | 1,31,350 |
| POINTING ON STONE WORK | — | — | — | — | |
| Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : | — | — | — | — | |
| 42 | Flush/ Ruled pointing | Sqm | 45 | 385.4 | 17,343 |
| INTERIOR FINISHING | — | — | — | — | |
| Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : | — | — | — | — | |
| 43 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 500 | 185.65 | 92,825 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: | — | — | — | — | |
| 44 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 550 | 171.1 | 94,105 |
| Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : | — | — | — | — | |
| 45 | 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 | 20 | 170.7 | 3,414 |
| Polishing on wood work with ready mixed wax polish of approved brand and manufacture : | — | — | — | — | |
| 46 | New work | Sqm | 15 | 197.65 | 2,964.75 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 47 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 48 | 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 | 10 | 3,551.25 | 35,512.5 |
| Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | — | — | — | — | |
| 49 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : | — | — | — | — | |
| 50 | Of area 3 sq. metres and below | Each | 10 | 143.5 | 1,435 |
| ALUMINIUM WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : | — | — | — | — | |
| For fixed portion | — | — | — | — | |
| 51 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 40 | 495.05 | 19,802 |
| For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) | — | — | — | — | |
| 52 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 40 | 598.6 | 23,944 |
| WATER PROOFING | — | — | — | — | |
| General | — | — | — | — | |
| 53 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 250 | 688.9 | 1,72,225 |
| NEW TECHNOLOGIES AND MATERIALS | — | — | — | — | |
| NEW TECHNOLOGY ITEMS | — | — | — | — | |
| Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level | — | — | — | — | |
| 54 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 105 | 9,844.65 | 10,33,688.25 |
| Schedule total | ₹57,47,369.6 | ||||
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