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Tender Value
₹3.5 Cr
EMD Value
₹3.2 L
Closing Date
30 Jul 2025, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
GENERAL
24 conditions · 5 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(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].
Definition of similar work: Any Civil Engineering work involving Building work /Concrete work. 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's license in his/their name.
69 conditions · 24 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
(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:
The General Conditions of Contract governing the performance of the works covered by this tender are the Indian Railway Standard General Conditions of Contract [IRSGCC] as amended from time to time up to date. A soft copy of the Indian Railway Standard General conditions of Contract is uploaded in the attached documents to the tender for reference. Hard copy of IRSGCC (with up-to-date correction slip) may be perused in the office of the Principal Chief Engineer Officer/ South Western Railway / Hubballi - 580020. The tenderer/s is/are deemed to have kept himself/themselves fully Informed of the provisions of the IRS General conditions of Contract including all corrections and Amendments issued up to date while submission of offer and any claim that he/they is/are not aware of any amendment or correction slip to the IRSGCC shall not be entertained.
STUDY OF DRAWINGS AND LOCAL CONDITIONS: The drawings for the works can be seen in the office of the General Manager/Divisional Railway Manager. It should be noted that these drawings are meant for general guidance only and Railway may suitably modify them during the execution of work according to the circumstances without making the Railways liable for any claims on account of such changes. If there is any variation between the description in the tender and the detailed plans, the Engineer-in-Charge will operate the correct description and his decision is final and binding on the tenderer/ Contractor. The Tenderer/Contractor is required to inspect the sites of works and acquaint himself with the site conditions, availability of approaches for transporting of men and materials, space and other factors relating to the works, availability of labour, electricity and water, etc., before quoting his rates. The extent of lead and lift involved in the execution of works and any difficulties involved in the execution of work should also be examined before formulating the rates for complete items of works described in the schedule. The Tender submitted will be deemed to have been made after such inspection.
DRAWINGS FOR WORKS: The percentage rates for the schedule items and itemized rates for the non-scheduled items quoted by the tenderer as may be accepted by the railways will, hold good irrespective of any changes, modifications, alterations, additions, omissions in the locations of structures and detailed drawings, specifications and/or the manner of executing the work. It should be specifically noted that some of the detailed drawings may not have been finalized by the Railway and will, therefore, be supplied to the contractor as and when they are finalized on demand. No compensation whatsoever on this account shall be payable by the Railway Administration. No claim whatsoever will be entertained by the Railway on account of any delay or hold up of the works arising out of delay in approval of drawings, changes, modifications, alterations, additions, omission and the site layout plans or detailed drawings and design and/or late supply of such material as are required to be arranged by the Railway or due to any other factor on Railway Accounts.
Manual tenders, supporting documents etc., sent by Post/FAX/Courier or in Person SHALL NOT BE ACCEPTED.
All requisite documents are to be properly submitted online only and the bidders should ensure that the content of the documents uploaded is distinctly legible /readable.
CORRIGENDUM NOTICE ON IREPS: Railway may modify the tender document by issuing online corrigendum through "www.ireps.gov.in" 15 days prior to the tender closing date. For the purpose of CORRIGENDUM in the tender, NIT period is splitted as under: (a) ADVERTISEMENT PERIOD: The time during which all information pertaining to tender shall be available but offers cannot be submitted (b) OFFER SUBMISSION PERIOD: 15 days prior to closing of tender, during which tenderers can submit their offer.
If the Bid of a Tenderer is seriously unbalanced in relation to the Engineer's estimate of the cost of work to be performed under the contract, the Railways may require the tenderer to produce detailed price analysis for any or all items of the Tender Schedule, to demonstrate the internal consistency of those prices with the construction methods and schedule proposed.
No Technical and Financial credentials are required for tenders having value up to Rs 50 lakh. For tenders valuing more than Rs. 50.00 lakh: The offer of Tenderer(s) who do not enclose Experience Certificate & Turnover Certificate with requisite details, and supporting documents along with their Tender to establish their credentials shall be summarily rejected, even though they are working contractors or contractors on approved list.
The offer shall be evaluated only from the certificates/documents submitted along with the tender offer.
Any Certificate /Documents offered / submitted /received after the tender opening shall not be given any credit and shall not be considered.
Attestation of documents may be self attested or attested by a Gazetted Officer.
Railwayreservestherighttoverifythe authenticityofthe documents/information furnished.
IRSGCC para 6.0 of part-I (a)(ii) Tenderers will examine the various provisions of The Central Goods and Services Tax Act, 2017(CGST)/ Integrated Goods and Services Tax Act, 2017(IGST)/ Union Territory Goods and Services Tax Act, 2017(UTGST)/ respective state's State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt.& as amended from time to time and applicable taxes before bidding. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates. (a)(iii) The successful tenderer who is liable to be registered under CGST/IGST/UTGST/SGST Act shall submit GSTIN along with other details required under CGST/IGST/ UTGST /SGST Act to railway immediately after the award of contract, without which no payment shall be released to the Contractor. The Contractor shall be responsible for deposition of applicable GST to the concerned authority. (a)(iv) In case the successful tenderer is not liable to be registered under CGST/IGST/UTGST/ SGST Act, the railway shall deduct the applicable GST from his/their bills under reverse charge mechanism (RCM) and deposit the same to the concerned authority. (b) When work is tendered for by a firm or company, the tender shall be signed by the individual legally authorized to enter into commitments on their behalf. (c) The Railway will not be bound by any power of attorney granted by the tenderer or by changes in the composition of the firm made subsequent to the execution of the contract. It may, however, recognize such power of attorney and changes after obtaining proper legal advice, the cost of which will be chargeable to the Contractor.
Increase/decrease of TAXES: if rates of existing GST or cess on GST for Works Contract is increased or any new tax /cess on Works Contract is imposed by Statute after the date of opening of tender but within the original date of completion/date of completion extended under clause 17 & 17A and the Contractor thereupon properly pays such taxes/cess, the Contractor shall be reimbursed the amount so paid. Further, if rates of existing GST or cess on GST for Works Contract is decreased or any tax/cess on Works Contract is decreased / removed by Statute after the date of opening of tender, the reduction in tax amount shall be recovered from Contractor's bills/Security Deposit or any other dues of Contractor with the Government of India.
This tender complies with PUBLIC PROCUREMENT POLICY ORDER-2017 dated 15.06.2017.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. Provisions of Make in India Policy 2017 issued by Govt. of India, as amended from time to time, shall be followed for consideration of tenders.
Fixed Deposit Receipts (FDRs) submitted after award of tender towards Security Deposit/Performance Guarantee should be with automatic renewal facility only.
CONSORTIUM AGREEMENTS AND MOUS SHALL NOT BE CONSIDERED FOR PARTICIPATING IN THIS TENDER.
Tenderer(s) shall note that conditional/alternate offer will not be considered and will summarily be rejected, even though such condition makes them as the lowest tenderer.
Shramik kalyan While processing payment of any 'On Account Bill' or 'Final Bill' or release of 'Advances' or 'Performance Guarantee / Security deposit', contractor shall submit a certificate to the Engineer or Engineer's representatives that "I have uploaded the correct details of contract labours engaged in connection with this contract and payments made to them during the wage period in Railway's Shramik kalyan portal at 'www.shramikkalyan.indianrailways.gov.in' till ____Month, ____Year.
Date of inviting tender shall be the date of publishing tender notice on IREPS website if tender is published on website or the date of publication in newspaper in case tender is not published on website.
Bangalore Division: SW-I: Bangalore Cantonment (BNC): Improvements to Type - I Quarters No. 149/A-L, 150/A-L, 151/A-L, 154/A-L to 155/A-L and 156/A-D (64 UNITS) and providing kitchen wall tiles for 147, 148, 152 and 153 blocks. SW-II: KSR Bengaluru: Improvements to kitchen of 18 units, toilet of 7 units and wardrobes of 21 units of Type-V quarters in MG Colony (Qrts. No. 449(A-F), 383 (A-C), 405 (A-F), 415 (A-F)). Maintenance period is 6 months. COMPOSITE TENDER.
15SBC25of04-07-25Item-04
15SBC25of04-07-25Item-04
Open
Works - General
8 Months
Dharwad, Karnataka
₹0
₹3.2 L
30 Jul 2025
4 Jul 2025
291 items across 5 schedules · ₹2,27,29,831.2 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CARRIAGE OF MATERIALS | — | — | — | — | |
| By Mechanical Transport including loading,unloading and stacking | — | — | — | — | |
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 300 | 411.3 | 1,23,390 |
| EARTH WORK | — | — | — | — | |
| 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, lift upto 1.5 m, 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 | 20 | 286.85 | 5,737 |
| 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 : | — | — | — | — | |
| 3 | 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 | 5 | 7,783.65 | 38,918.25 |
| Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: | — | — | — | — | |
| 4 | 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 | 9,793.75 | 9,793.75 |
| REINFORCED CEMENT CONCRETE | — | — | — | — | |
| PRE-CAST RCC | — | — | — | — | |
| 5 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering 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 | 13,581.85 | 13,581.85 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 6 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 100 | 89.65 | 8,965 |
| CLADDING WORK | — | — | — | — | |
| Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. | — | — | — | — | |
| Granite stone slab colour black, Cherry/Ruby red | — | — | — | — | |
| 7 | Area of slab upto 0.50 sqm | Sqm | 10 | 4,679.35 | 46,793.5 |
| 8 | Area of slab over 0.50 sqm | Sqm | 50 | 4,425.35 | 2,21,267.5 |
| Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. | — | — | — | — | |
| 9 | Granite work | Metre | 75 | 418.85 | 31,413.75 |
| 10 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. | Each | 15 | 808.15 | 12,122.25 |
| 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). | — | — | — | — | |
| 11 | Second class teak wood | cum | .5 | 1,31,576.95 | 65,788.48 |
| Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) | — | — | — | — | |
| Float glass panes | — | — | — | — | |
| 12 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 125 | 2,231.2 | 2,78,900 |
| 13 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 60 | 1,521.6 | 91,296 |
| Providing and fixing 25 mm thick shutters for cup board etc. : | — | — | — | — | |
| 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: | — | — | — | — | |
| 14 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 45 | 1,881.95 | 84,687.75 |
| 15 | 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 | 45 | 401.4 | 18,063 |
| 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. | — | — | — | — | |
| 16 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 100 | 197.7 | 19,770 |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : | — | — | — | — | |
| Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer- in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. | — | — | — | — | |
| 17 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) | Sqm | 5 | 7,249.9 | 36,249.5 |
| Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. | — | — | — | — | |
| 18 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 50 | 10,030.3 | 5,01,515 |
| 19 | Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). | Sqm | 200 | 9,642.6 | 19,28,520 |
| 20 | Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes,shelves,racks,almirah,cupboard and drawer etc. including necessary nails,screws etc. complete as per direction of Engineer-in-charge. | Sqm | 50 | 2,339.6 | 1,16,980 |
| STEEL WORK | — | — | — | — | |
| 21 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 300 | 93.05 | 27,915 |
| 22 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 300 | 111.95 | 33,585 |
| Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | — | — | — | — | |
| 23 | Hot finished welded type tubes | Kg | 600 | 154.9 | 92,940 |
| FLOORING | — | — | — | — | |
| TILE FLOORING | — | — | — | — | |
| Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | — | — | — | — | |
| 24 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 80 | 1,160 | 92,800 |
| CERAMIC GLAZED TILES | — | — | — | — | |
| 25 | 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 | 70 | 935.6 | 65,492 |
| 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. | — | — | — | — | |
| 26 | Size of Tile 600x600 mm | Sqm | 200 | 1,416.65 | 2,83,330 |
| 27 | Size of Tile 800x800 mm | Sqm | 180 | 1,879.95 | 3,38,391 |
| ROOFING | — | — | — | — | |
| Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately): | — | — | — | — | |
| 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. | — | — | — | — | |
| 28 | 75 mm diameter | Metre | 50 | 213 | 10,650 |
| 29 | 110 mm diameter | Metre | 100 | 319.75 | 31,975 |
| 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 degrees | — | — | — | — | |
| 30 | 75 mm bend | Each | 10 | 91.8 | 918 |
| 31 | 110 mm bend | Each | 20 | 132 | 2,640 |
| Shoe (Plain) | — | — | — | — | |
| 32 | 110 mm Shoe | Each | 20 | 115.95 | 2,319 |
| Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra- violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. | — | — | — | — | |
| 33 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 300 | 1,179.25 | 3,53,775 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 34 | 1:6 (1 cement: 6 fine sand) | Sqm | 50 | 282 | 14,100 |
| Extra for plastering: | — | — | — | — | |
| 35 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3000 | 214.3 | 6,42,900 |
| Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 36 | Two or more coats on new work | Sqm | 100 | 137.85 | 13,785 |
| Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. | — | — | — | — | |
| Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: | — | — | — | — | |
| 37 | One or more coats on old work | Sqm | 11000 | 90.85 | 9,99,350 |
| Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : | — | — | — | — | |
| 38 | One or more coats on old work | Sqm | 5400 | 86.55 | 4,67,370 |
| REPAIRS TO BUILDING | — | — | — | — | |
| Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in- Charge. | — | — | — | — | |
| 39 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 200 | 462.3 | 92,460 |
| FINISHING | — | — | — | — | |
| 40 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 500 | 285 | 1,42,500 |
| ROUTINE MAINTENANCE WORK | — | — | — | — | |
| 41 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | Each | 5 | 357.55 | 1,787.75 |
| 42 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer- in-Charge. | Each | 14 | 110.7 | 1,549.8 |
| 43 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer-in-Charge. (a) Internal Work- Exposed on wall | Metre | 80 | 2.85 | 228 |
| 44 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in- charge. | Each | 40 | 325.95 | 13,038 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 45 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 6 | 2,007.1 | 12,042.6 |
| Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : | — | — | — | — | |
| 46 | Of area 3 sq. metres and below | Each | 40 | 302.7 | 12,108 |
| Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : | — | — | — | — | |
| 47 | Of area 3 sq. metres and below | Each | 40 | 118.3 | 4,732 |
| Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. | — | — | — | — | |
| 48 | For thickness of tiles 10 mm to 25 mm | Sqm | 250 | 60.5 | 15,125 |
| 49 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 300 | 45.05 | 13,515 |
| ROAD WORK | — | — | — | — | |
| MISCELLANEOUS | — | — | — | — | |
| 50 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 700 | 951 | 6,65,700 |
| SANITARY INSTALLATIONS | — | — | — | — | |
| 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 | 18 | 6,008.45 | 1,08,152.1 |
| Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. | — | — | — | — | |
| Flexible pipe | — | — | — | — | |
| 52 | 32 mm dia | Each | 40 | 104.35 | 4,174 |
| 53 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 14 | 16,100.4 | 2,25,405.6 |
| WATER SUPPLY | — | — | — | — | |
| C.P.V.C. PIPES | — | — | — | — | |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including 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 | — | — | — | — | |
| 54 | 25 mm nominal dia Pipes | Metre | 50 | 408.55 | 20,427.5 |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c 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 wall etc. | — | — | — | — | |
| 55 | 20 mm nominal dia Pipes | Metre | 100 | 513.75 | 51,375 |
| 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 | — | — | — | — | |
| 56 | 50 mm nominal dia Pipes | Metre | 50 | 811.85 | 40,592.5 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | — | — | — | — | |
| 57 | 25 mm nominal bore | Each | 10 | 532.35 | 5,323.5 |
| 58 | 50 mm nominal bore | Each | 10 | 878.25 | 8,782.5 |
| Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : | — | — | — | — | |
| 59 | 25 mm nominal bore | Each | 10 | 399.15 | 3,991.5 |
| Providing and fixing uplasticised PVC connection pipe with brass unions : | — | — | — | — | |
| 30 cm length | — | — | — | — | |
| 60 | 15 mm nominal bore | Each | 60 | 74.8 | 4,488 |
| C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES | — | — | — | — | |
| 61 | 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. | Litre | 5000 | 9.7 | 48,500 |
| C.P. BRASS FITTINGS | — | — | — | — | |
| Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. | — | — | — | — | |
| 62 | 15 mm nominal bore | Each | 18 | 708.4 | 12,751.2 |
| WATER PROOFING | — | — | — | — | |
| 63 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 70 | 516.6 | 36,162 |
| NEW TECHNOLOGIES AND MATERIALS | — | — | — | — | |
| PREFAB/PRECAST TECHNOLOGY | — | — | — | — | |
| Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/clerestory windows & desertory other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. | — | — | — | — | |
| 64 | Frame size 65 x 100 mm | Metre | 70 | 1,000.15 | 70,010.5 |
| Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) | — | — | — | — | |
| 65 | 30 mm thick | Sqm | 18 | 4,327.7 | 77,898.6 |
| Schedule total | ₹88,20,808.23 | ||||
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