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Tender Value
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
7 Jul 2026, 11:00 amClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
45 days
Expenditure
Capital (Works)
SR.DEN/N
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 :- Any building work or concrete work
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:
SW-I:-Chickjajur- Construction of New Crew Lobby with provisioning of Crew counselling Room and toilets. SW-II-Harihar-Construction of New Running Room. SW-III:-Improvements to Drainage arrangments for Railway colony at Chikajajur
20MYS26of15-06-26itno02
20MYS26of15-06-26itno02
Open
Works - General
9 Months
Dharwad, Karnataka
₹0
₹6.4 L
7 Jul 2026
15 Jun 2026
23 Jun 2026
387 items across 7 schedules · ₹1,72,02,084 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 2km | cum | 100 | 196.66 | 19,666 |
| 2 | All kinds of soil. | cum | 400 | 260.3 | 1,04,120 |
| 3 | Ordinary rock | cum | 20 | 632.95 | 12,659 |
| 4 | 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 | 200 | 196 | 39,200 |
| 5 | All kinds of soil | cum | 84 | 126.8 | 10,651.2 |
| 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 | 55 | 7,178.75 | 3,94,831.25 |
| 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 | 75 | 410.85 | 30,813.75 |
| 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 | 40 | 749.3 | 29,972 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 150 | 392.15 | 58,822.5 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 400 | 927.25 | 3,70,900 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 600 | 736.4 | 4,41,840 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 210 | 961.3 | 2,01,873 |
| 13 | Stairs, (excluding landings) except spiral- staircases | Sqm | 45 | 764.95 | 34,422.75 |
| 14 | Under 20 cm wide | Metre | 20 | 208.55 | 4,171 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 30 | 951.1 | 28,533 |
| 16 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding 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 | 10,585.9 | 10,585.9 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 90 | 9,504.75 | 8,55,427.5 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 110 | 9,860.4 | 10,84,644 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 75 | 7,311.25 | 5,48,343.75 |
| 20 | Area of slab over 0.50 sqm | Sqm | 60 | 5,136.3 | 3,08,178 |
| 21 | Granite work | Metre | 120 | 510.95 | 61,314 |
| 22 | 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 | 165 | 1,267.95 | 2,09,211.75 |
| 23 | Second class teak wood | cum | .6 | 1,42,949.7 | 85,769.82 |
| 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 | 20 | 462.35 | 9,247 |
| 25 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 600 | 238.35 | 1,43,010 |
| 26 | With 12 mm mild steel U beading | Sqm | 35 | 939.2 | 32,872 |
| 27 | 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 | 48 | 228.85 | 10,984.8 |
| 28 | 100x58x1.90 mm | Each | 24 | 45 | 1,080 |
| 29 | 125x65x2.12 mm | Each | 24 | 55.75 | 1,338 |
| 30 | 300x16 mm | Each | 8 | 216.55 | 1,732.4 |
| 31 | 250x10 mm | Each | 16 | 441.6 | 7,065.6 |
| 32 | Providing and fixing bright finished 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 | 8 | 854.65 | 6,837.2 |
| 33 | 125 mm | Each | 16 | 256.65 | 4,106.4 |
| 34 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 8 | 121.65 | 973.2 |
| 35 | 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 | 8 | 1,124.85 | 8,998.8 |
| 36 | 152x42x18 mm weighing not less than 60 gms | Each | 16 | 69.75 | 1,116 |
| 37 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in- charge. | Sqm | 13 | 3,253.8 | 42,299.4 |
| 38 | 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 | 15 | 3,720.75 | 55,811.25 |
| 39 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 40 | 573.45 | 22,938 |
| 40 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 45 | 10,874.2 | 4,89,339 |
| 41 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 5 | 8,247.25 | 41,236.25 |
| 42 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 50 | 772.4 | 38,620 |
| 43 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 45 | 1,330 | 59,850 |
| 44 | Size of Tile 1200 x 1200 mm | Sqm | 400 | 2,838.5 | 11,35,400 |
| 45 | 110 mm diameter | Metre | 60 | 377.4 | 22,644 |
| 46 | 110 mm bend | Each | 12 | 150.35 | 1,804.2 |
| 47 | 110 mm Shoe | Each | 12 | 131.85 | 1,582.2 |
| 48 | 110 mm | Each | 60 | 371.3 | 22,278 |
| 49 | 1:6 (1 cement: 6 fine sand) | Sqm | 1500 | 333.35 | 5,00,025 |
| 50 | 1:3 (1 cement : 3 fine sand) | Sqm | 400 | 300.45 | 1,20,180 |
| 51 | Flush/ Ruled pointing | Sqm | 40 | 385.4 | 15,416 |
| 52 | 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 | 1500 | 185.65 | 2,78,475 |
| 53 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 450 | 160.6 | 72,270 |
| 54 | 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 | 20 | 176.25 | 3,525 |
| 55 | 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 | 35 | 170.7 | 5,974.5 |
| 56 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 1500 | 156.05 | 2,34,075 |
| 57 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 6,767.4 | 27,069.6 |
| 58 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 6,515.55 | 26,062.2 |
| 59 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 2 | 6,258.75 | 12,517.5 |
| 60 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 4 | 2,648.85 | 10,595.4 |
| 61 | 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 |
| 62 | 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 | 4 | 1,607.95 | 6,431.8 |
| 63 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 50 | 1,151.9 | 57,595 |
| 64 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 20 | 1,044.75 | 20,895 |
| 65 | Sand cast iron S&S as per IS - 1729 | Each | 20 | 598.5 | 11,970 |
| 66 | Sand cast iron S&S as per IS - 1729 | Each | 20 | 501.45 | 10,029 |
| 67 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 470.45 | 4,704.5 |
| 68 | Sand cast iron S&S as per IS -1729 | Each | 10 | 376.25 | 3,762.5 |
| 69 | Sand cast iron S&S as per IS: 3989 | Each | 8 | 1,996.5 | 15,972 |
| 70 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 8 | 231.95 | 1,855.6 |
| 71 | 25 mm nominal dia Pipes | Metre | 50 | 401.55 | 20,077.5 |
| 72 | 20 mm nominal dia Pipes | Metre | 50 | 537.6 | 26,880 |
| 73 | 50 mm nominal dia Pipes | Metre | 100 | 794.25 | 79,425 |
| 74 | 25 mm nominal bore | Each | 5 | 622.4 | 3,112 |
| 75 | 50 mm nominal bore | Each | 4 | 1,026.65 | 4,106.6 |
| 76 | 20 mm nominal bore | Each | 4 | 346.8 | 1,387.2 |
| 77 | 25 mm nominal bore | Each | 4 | 439.25 | 1,757 |
| 78 | 50 mm nominal bore | Each | 4 | 823.8 | 3,295.2 |
| 79 | 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 | 5000 | 11 | 55,000 |
| 80 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 10 | 196.75 | 1,967.5 |
| 81 | 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 | 8 | 111.45 | 891.6 |
| 82 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 8 | 2,707.65 | 21,661.2 |
| 83 | 100 mm dia. R.C.C. pipe | Metre | 20 | 507.05 | 10,141 |
| 84 | 150 mm dia. R.C.C. pipe | Metre | 20 | 556.45 | 11,129 |
| 85 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 6 | 6,937.9 | 41,627.4 |
| 86 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 35 | 1,505.25 | 52,683.75 |
| 87 | 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 | 230 | 688.9 | 1,58,447 |
| 88 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 95 | 9,844.65 | 9,35,241.75 |
| 89 | Cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 90 | 1,099.15 | 98,923.5 |
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