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Tender ID
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹3.9 Cr
EMD Value
₹7.7 L
Closing Date
4 Dec 2026, 11:00 am
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
45 days
Expenditure
+ Capital Works)
DEN/C
25 conditions · 4 needing a document upload
No Technical and Financial credentials are required for tenders having value up to Rs 50 lakh
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.
(a) Attested Certificates(s) issued by Executive or Nominated Authority of the government Departments or Semi-Government/Public Sector Undertakings for the value of the work done for them during the qualifying period including current financial year certifying the bill amounts paid Agreement-wise and Date-wise or attested photo copy of such certificate. Such certificates will be accepted only from Govt. / Govt. bodies / PSUs authorities. Certificates issued by Private Bodies will not be considered.
NOTE: (i) Financial Year shall normally, be reckoned as 1st April to 31st March of the Next Year. However, for Turnover Criteria, the Financial Year as applicable to the Company /Tenderer is to be considered, if it defers from the above. (ii) Current Financial year is reckoned as the incomplete Financial year in which the date of tender submission falls. (iii) Chartered Accountant statements duly indicating yearly receipts will not be considered until and unless backed by Audited Balance Sheets or Provisional Balance sheet. (iv) (v) If the tender is not accompanied by the certificate(s) in support of financial eligibility as above, the tender shall be rejected. No post-tender correspondence will be entertained.
If JV firms are allowed to participate; Financial eligibility of the JV Firm shall be adjudged based on satisfactory fulfillment of the Para No.17.15.2 of J.V guide lines of IRSGCC April - 2022 [with up to date correction slip].
(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 costing not less than the amount equal to 60% of advertised value of the tender.
Tenderer shall carefully read clause No. 10 including clause no. 10.1 to 10.5 of IRGCC April 2022.
The total value of similar nature of work completed during the qualifying period and not the payments received within qualifying period alone, shall be considered. In case, final Bill of similar nature of work has not been passed and final measurements have not been recorded, the paid amount including statutory deductions will be considered. If final measurements have been recorded and work has been completed with negative variation, then also the paid amount including statutory deductions will be considered. However, if final measurements have been recorded and work has been completed with positive variation but variation has not been sanctioned, original agreement value or last sanctioned agreement value whichever is lower shall be considered for judging eligibility.
In case JV firms are allowed to participate, Technical Eligibility of the JV Firm shall be adjudged based on satisfactory fulfillment of the Para No.17.15.1 of J.V. guide lines of IRSGCC April-2022 [read with up to date correction slip].
The value of work completed will not include the cost of any materials issued free of cost by the Railway/ Department concerned. Price Variation amount, if any; if indicated / incorporated in the experience certificate will also be considered towards eligibility.
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, 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 at least 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.
The work experience certificate shall be in the name and style of the 1.5.1 tenderer participating or as per provisions under Clause 17.15 of GCC April-2022 for JV Firm, if eligible to participate.
The work experience certificate shall be issued by an officer not below the rank of JA Grade or Bill passing Officer in Railways and Bill passing Officer/Executive In-charge of work in other Govt. / Govt. bodies / PSUs. The certificate should bear the signature and seal of the issuing officer, name of the department etc. In case tenderer submits work experience 1.5.2 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.
Defination of Similar Work :- a) Any civil Engineering work(Value of the component work is Rs.3,26,79,446.13/-) and b)Any Civil Engineering work involving RCC Component. Tenderer should have valid electrical contractor's license in his/their name or he should give an undertaking that he will engage capable agencies for electrical work who has the valid electrical contractor license in his/their name.(Value of the component work is Rs.59,41,828.87/-)
80 conditions · 25 needing a document upload
Uploading of Proforma-18 attached with Tender document (Certificate signed by Tenderer and Chartered Accountant), w he n balance sheet for the first previous year is yet to be prepared/ audited.
TENDER SHALL BE REJECTED if it is not accompanied by the following
Uploading of Proforma (Proforma-16) attached with Tender Document for self-Certificate in regard to meeting the Minimum Local Content requirements as per Make in India Policy for Procurement Order Value less than of Rs.10 Crores.
Uploading of Proforma (Proforma-17) attached with Tender Document for Certificate from the statutory auditor or cost auditor of the company (in the case of companies) or from a practicing cost accountant or practicing chartered accountant (in respect of suppliers other than companies) giving the percentage of Local Content as per Make in India Policy for Procurement Order Value more than Rs.10 Crores.
Bid Security deposited through IREPS e-payment or as per provisions under Clause 5 (2) Part-I of GCC April 2022.
In case of Partnership firm: The tender form shall be submitted only in the name of partnership firm.
In case tenderer is JV Firm : The tender form shall be submitted 2.3.2 only in the name of the JV and not in the name of any constituent member.
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 2.3.3 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.
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured:- i. A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. ii. The original Bank Guarantee should be delivered to the Divisional Railway Manager(Works),2nd floor, Irwin Road,South Western Railway, Mysore-570001, within 5 working days of deadline of submission of bids. iii. Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. iv. The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. v. The details of the BG, physically submitted should match with the details available in the scanned copy and the 2.3.4 data entered during bid submission time, failing which the bid will be rejected. vi. The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. vii. The envelope shall be addressed to the Divisional Railway Manager(Works),2nd floor, Irwin Road,South Western Railway, Mysore-570001 viii. If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder. ix. The benificiary for the PG will be Senior Divisional Finance Manager, South Western Railway, Mysore
Proforma-16 for self-certificate in regard to meeting the Minimum Local Content requirements as per Make in India Policy for Procurement order value less than of Rs. 10 Crores. OR Proforma-17 for Certificate from the statutory auditor or cost auditor of the company (in the case of companies) or from a practicing cost accountant or practicing chartered accountant (in respect of suppliers other than companies) giving the percentage of Local Content as per Make in India Policy for Procurement Order Value more than Rs.10 Crores. Provisions of Make in India Policy 2017 (revised during 2024 vide Department for Promotion of Industry and Trade, Ministry of Commerce and Industry's letter No. P-45021/2/2017-PP (BE-II)-Part(4)Vol.II dated 19.07.2024) issued by Govt. of India, as amended from time to time, shall be followed for consideration of tenders.
Uploading of Proforma -18 attached with Tender document (Certificate signed by Tenderer and Chartered Accountant), w he n balance sheet for the first previous year is yet to be prepared/ audited.
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.
(i) The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. The tenderer(s) shall enclose the attested copies of the constitution of their concern, and copy of PAN Card along with their tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be. (ii) documents shall be submitted according to clause 14 of IRGCC 2022:
Construction of Rest House for Track Machine staff and allied works at BVR, DRU &TTR SW-I:- Rest house for Track machine staff ( Drg No. M/MYS/439/2008)SW-II: Provision of PF shelterSW-III:-Path way 1.5 wide( 2 Nos x 300 length x 1.50 wide )SW-IV:- Approach road for loading area( 150 m x 3.5 wide )SW- V:- Drilling of Borewell and storage tankSW-VI:-ADEN/SMET Sub Div: Painting of Rail Barricading and Height Gauges in RRB-TLGP and DRU-CMGR sectionsSW-VII:- Interlocking of Maned L C Gates Nos. 68, 72, 77 & 82 in YPR-ASK section - Provision of Buildings - 4 Nos (17.60m x6.40m)SW VIII:-Construction of Overhead Tank of Capacity 2.50 Lakh Litres at Birur Station ( left Over Works)
35MYS26of11-11-2026itno01~SWR
35MYS26of11-11-2026itno01
Open
Works - General
9 Months
Unknown (Unspecified Location)
₹0
₹7.7 L
11 Nov 2026
11 Nov 2026
20 Nov 2026
484 items across 11 schedules · ₹3,38,38,050.52 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 | 225 | 177.5 | 39,937.5 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 225 | 196 | 44,100 |
| Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | — | — | — | — | |
| 3 | All kinds of soil | cum | 36 | 126.8 | 4,564.8 |
| 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 : | — | — | — | — | |
| 4 | 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 | 75 | 7,178.75 | 5,38,406.25 |
| DAMP-PROOF COURSE | — | — | — | — | |
| 5 | 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 | 60 | 410.85 | 24,651 |
| MISCELLANEOUS | — | — | — | — | |
| 6 | 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 | 81 | 749.3 | 60,693.3 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 60 | 392.15 | 23,529 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 285 | 927.25 | 2,64,266.25 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 285 | 736.4 | 2,09,874 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 180 | 961.3 | 1,73,034 |
| 11 | 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 | 15 | 392.15 | 5,882.25 |
| Edges of slabs and breaks in floors and walls | — | — | — | — | |
| 12 | Under 20 cm wide | Metre | 120 | 208.55 | 25,026 |
| 13 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 30 | 951.1 | 28,533 |
| PRE-CAST RCC | — | — | — | — | |
| 14 | 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 | 1.5 | 20,355.8 | 30,533.7 |
| 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 c e m e n t , 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 | — | — | — | — | |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 45 | 9,504.75 | 4,27,713.75 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 60 | 9,860.4 | 5,91,624 |
| 17 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 105 | 733.5 | 77,017.5 |
| 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 : | — | — | — | — | |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 90 | 7,311.25 | 6,58,012.5 |
| CLADDING WORK | — | — | — | — | |
| STONE WORK DRY CLADDING | — | — | — | — | |
| 19 | 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 | 150 | 1,267.95 | 1,90,192.5 |
| 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 | .6 | 1,42,949.7 | 85,769.82 |
| 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 | 27 | 2,241.8 | 60,528.6 |
| 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 | 18 | 2,392.65 | 43,067.7 |
| 23 | 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 | 18 | 462.35 | 8,322.3 |
| 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. | — | — | — | — | |
| 24 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 480 | 238.35 | 1,14,408 |
| 25 | 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 | 54 | 228.85 | 12,357.9 |
| CHROMIUM PLATED BRASS FITTINGS | — | — | — | — | |
| 26 | 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 | 9 | 998.35 | 8,985.15 |
| 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 : | — | — | — | — | |
| 27 | 250x16 mm | Each | 9 | 260.6 | 2,345.4 |
| 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 : | — | — | — | — | |
| 28 | 250x10 mm | Each | 9 | 115.15 | 1,036.35 |
| 29 | 150x10 mm | Each | 21 | 82.55 | 1,733.55 |
| 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 : | — | — | — | — | |
| 30 | 100 mm | Each | 30 | 59.55 | 1,786.5 |
| 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. | — | — | — | — | |
| 31 | Single rubber stopper | Each | 9 | 39.6 | 356.4 |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| 32 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 30 | 570.95 | 17,128.5 |
| Providing and fixing to existing door frames. | — | — | — | — | |
| 33 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 10.5 | 3,720.75 | 39,067.88 |
| FLOORING | — | — | — | — | |
| CERAMIC GLAZED TILES | — | — | — | — | |
| 34 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pigment etc., complete. | Sqm | 18 | 1,096.55 | 19,737.9 |
| 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. | — | — | — | — | |
| 35 | Size of Tile 600x600 mm | Sqm | 150 | 1,553.45 | 2,33,017.5 |
| ROOFING | — | — | — | — | |
| SHEET ROOFING | — | — | — | — | |
| 36 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. | Sqm | 270 | 709.75 | 1,91,632.5 |
| 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. | — | — | — | — | |
| 37 | 110 mm diameter | Metre | 45 | 377.4 | 16,983 |
| 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 | — | — | — | — | |
| 38 | 110 mm bend | Each | 9 | 150.35 | 1,353.15 |
| Shoe (Plain) | — | — | — | — | |
| 39 | 110 mm Shoe | Each | 9 | 131.85 | 1,186.65 |
| 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. | — | — | — | — | |
| 40 | 110 mm | Each | 30 | 371.3 | 11,139 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 41 | 1:6 (1 cement: 6 fine sand) | Sqm | 1080 | 333.35 | 3,60,018 |
| 6 mm CEMENT PLASTER | — | — | — | — | |
| 6 mm cement plaster of mix : | — | — | — | — | |
| 42 | 1:3 (1 cement : 3 fine sand) | Sqm | 300 | 300.45 | 90,135 |
| PEBBLE DASH PLASTER | — | — | — | — | |
| 43 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 615 | 262.7 | 1,61,560.5 |
| POINTING ON STONE WORK | — | — | — | — | |
| Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : | — | — | — | — | |
| 44 | Flush/ Ruled pointing | Sqm | 30 | 385.4 | 11,562 |
| 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 : | — | — | — | — | |
| 45 | 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 | 480 | 185.65 | 89,112 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: | — | — | — | — | |
| 46 | 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 | 675 | 171.1 | 1,15,492.5 |
| Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : | — | — | — | — | |
| 47 | 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 | 15 | 170.7 | 2,560.5 |
| Polishing on wood work with ready mixed wax polish of approved brand and manufacture : | — | — | — | — | |
| 48 | New work | Sqm | 36 | 197.65 | 7,115.4 |
| SANITARY INSTALLATIONS | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231,with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: | — | — | — | — | |
| 49 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 6,767.4 | 20,302.2 |
| Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: | — | — | — | — | |
| 50 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 6 | 2,648.85 | 15,893.1 |
| Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : | — | — | — | — | |
| Kitchen sink with drain board | — | — | — | — | |
| 51 | 510x1040 mm bowl depth 250 mm | Each | 3 | 6,945.6 | 20,836.8 |
| 52 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 6 | 6,940.75 | 41,644.5 |
| 53 | Providing and fixing 600x450 mm bevelled 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 | 6 | 1,607.95 | 9,647.7 |
| Providing and fixing soil, waste and vent pipes : | — | — | — | — | |
| 100 mm dia | — | — | — | — | |
| 54 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 30 | 1,151.9 | 34,557 |
| 75 mm diameter : | — | — | — | — | |
| 55 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 30 | 1,044.75 | 31,342.5 |
| Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. | — | — | — | — | |
| 100 mm dia | — | — | — | — | |
| 56 | Sand cast iron S&S as per IS - 1729 | Each | 9 | 598.5 | 5,386.5 |
| 75 mm dia | — | — | — | — | |
| 57 | Sand cast iron S&S as per IS - 1729 | Each | 9 | 501.45 | 4,513.05 |
| Providing and fixing plain bend required degree. | — | — | — | — | |
| 100 mm dia | — | — | — | — | |
| 58 | Sand cast iron S&S as per IS - 1729 | Each | 9 | 470.45 | 4,234.05 |
| 75 mm dia | — | — | — | — | |
| 59 | Sand cast iron S&S as per IS -1729 | Each | 9 | 376.25 | 3,386.25 |
| Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : | — | — | — | — | |
| 100 mm inlet and 100 mm outlet | — | — | — | — | |
| 60 | Sand Cast Iron S&S as per IS: 1729 | Each | 6 | 1,683.55 | 10,101.3 |
| 100 mm inlet and 75 mm outlet | — | — | — | — | |
| 61 | Sand Cast Iron S&S as per IS- 1729 | Each | 9 | 1,558.35 | 14,025.15 |
| Providing and fixing PTMT Bottle Trap for Wash basin and sink. | — | — | — | — | |
| 62 | Bottle trap 31mm 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 260 gms | Each | 6 | 367.1 | 2,202.6 |
| Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. | — | — | — | — | |
| 63 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 6 | 673.4 | 4,040.4 |
| 64 | 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 | 6 | 7,979.2 | 47,875.2 |
| WATER SUPPLY | — | — | — | — | |
| C.P.V.C. PIPES | — | — | — | — | |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. ( Internal work - Exposed on wall ) | — | — | — | — | |
| 65 | 20 mm nominal dia Pipes | Metre | 90 | 335 | 30,150 |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. | — | — | — | — | |
| 66 | 20 mm nominal dia Pipes | Metre | 60 | 537.6 | 32,256 |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work | — | — | — | — | |
| 67 | 25 mm nominal dia Pipes | Metre | 60 | 355.4 | 21,324 |
| 68 | 32 mm nominal dia Pipes | Metre | 60 | 438.6 | 26,316 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | — | — | — | — | |
| 69 | 25 mm nominal bore | Each | 6 | 622.4 | 3,734.4 |
| 70 | 32 mm nominal bore. | Each | 3 | 689.6 | 2,068.8 |
| Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : | — | — | — | — | |
| 71 | 25 mm nominal bore | Each | 3 | 464.05 | 1,392.15 |
| C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES | — | — | — | — | |
| Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : | — | — | — | — | |
| 72 | 25 mm nominal bore | Each | 6 | 439.25 | 2,635.5 |
| 73 | 32 mm nominal bore | Each | 6 | 489.05 | 2,934.3 |
| 74 | 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 | 15000 | 11 | 1,65,000 |
| C.P. BRASS FITTINGS | — | — | — | — | |
| Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : | — | — | — | — | |
| 75 | 15 mm nominal bore | Each | 9 | 506.8 | 4,561.2 |
| AIR VALVE & WATER METER (BULK TYPE) | — | — | — | — | |
| 76 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 6 | 111.45 | 668.7 |
| DRAINAGE | — | — | — | — | |
| STONE WARE PIPES AND FITTINGS | — | — | — | — | |
| Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: | — | — | — | — | |
| 100x100 mm size P type | — | — | — | — | |
| 77 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 9 | 2,707.65 | 24,368.85 |
| Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: | — | — | — | — | |
| Inside dimensions 455x610 mm and 45 cm deep for single pipe line : | — | — | — | — | |
| 78 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 6 | 6,937.9 | 41,627.4 |
| 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 | — | — | — | — | |
| 79 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 60 | 495.05 | 29,703 |
| 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) | — | — | — | — | |
| 80 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 90 | 598.6 | 53,874 |
| WATER PROOFING | — | — | — | — | |
| General | — | — | — | — | |
| 81 | 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 | 270 | 688.9 | 1,86,003 |
| 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 | — | — | — | — | |
| 82 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 90 | 9,844.65 | 8,86,018.5 |
| Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level: | — | — | — | — | |
| 83 | Cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 45 | 1,099.15 | 49,461.75 |
| Schedule total | ₹69,61,176.8 | ||||
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