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Tender Value
₹10.9 Cr
EMD Value
₹21.9 L
Closing Date
7 Sept 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
BRIDGE
17 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less, where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover.
The tenderers shall submit requisite information as per ANNEXURE-IX, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
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 each costing not less than the amount equal to 60% of advertised value of the tender.
Definition Of Similar Work : - Any construction/repairing of workshop/Industrial shed building.
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, 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 1.1.1 on National Stock Exchange or Bombay Stock Exchange, incorporated/registered atleast 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.
In case tenderer submits work experience 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, 1.1.2 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.
34 conditions · 8 needing a document upload
The following documents should be specified for submission along with tender:
His capacity to undertake and carry out the work satisfactorily with details about the transport equipments, construction tools & plants etc. required for the work, maintained by him.
Detailed particulars of works he/they have executed in the last three years should be submitted along with the Tender.
List of present workload in hand has to be submitted along with the tender.
List of technical personnel proposed to be engaged in this work.
Please provide your bank details to facilitate payment through ECS.
GST Registration certificate and PAN to be submit
Tenderer/bidder has to submit his bid capacity duly certified by the chartered Accountant along with the attachments. The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-A in the tender Document 1.6.1 (Reference-Annexure-VI, Para 10.3 & 17.15.3 of Tender Form (Second Sheet) of Annexure I of ITT) . In case, the tenderer/s failed to submit the above statement along with offer, their/his offer shall be considered as incomplete and will be rejected summarily.
The tenderers whether sole proprietor, a limited company or a partnership firm he/they should submit authentic proof in terms of partnership deed, proprietorship documents etc. along with the tender (Not required if one or more partners are authorized in Parternership deed to sign on behalf of the firm.). If he/they want to act through agent or individual partners should submit a power of attorney duly stamped and authenticated by Notary Public or by Magistrate in favour of specific person whether he/she/they are partners of the firm or any other person specifically authorizing him/her name to submit the tender, sign the agreement , receive money, witness measurements, sign measurement books, compromise, settie, relinquish any claims, preferred by firm and also sign No Claim Certificate and refer all or any disputes arbitration. The above power of attorney shall be submitted even if such specific person is authorized for above purposes through partnership deed/Memorandum of Understanding/Article of Association or such other document, failing which tender is liable to be rejected.
If it is NOT mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm /Partnership firm / Joint Venture/Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender.
After opening of the tender, any document pertaining to the constitution of Sole Proprietorship Firm / Partnership Firm /Registered Company/ Registered Trust / Registered Society/HUF etc. shall be neither asked nor considered, if submitted. Further, no suo moto cognizance of any document available in public domain (i.e., on internet etc.) or in Railway's record/office files etc. will be taken for consideration of the tender, if no such mention is available in tender offer submitted.
"No post tender correspondence will be done with the participant tenderer(s) for deficient documents/credentials noted during scrutiny of tender/offer nor any document/credential will 2.2.1 be accepted after opening of the tender and the offer shall be decided on the basis of submitted documents/Credentials downloaded with offer only".
All the mandatorily documents to be uploaded by the bidder against any compliance condition shall be opened as part of 2.2.2 technical bid and will be considered for technical bid evaluation. Non-Submission of the document shall consider as incomplete and will be rejected summarily.
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.
In case of any difficulty, help desk available on the website of IREPS may be approached.
Bid Security:- The tenderer(s) is required to deposit a stipulated amount as Bid Security for the performance of the tender who will keep the offer open for a period three times the tender notice period from the date fixed for opening of tender, it being clearly understood that the tenderer(s) after submitting his tender will not withdraw from his offer or modify the rates, items and conditions thereof, failing which the aforesaid amount shall be liable to be forfeited to the Railway. The Bid Security shall be deposited either in cash through e payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure-XXIII of Tender Document and shall be valid for a period of 90days beyond the bid validity period. Details may seen in Tender Documents.
The Bid security deposited with the tender of successful tenderer will be retained as part of security deposit which will be 5 percent of the value of work awarded. The balance amount of security deposit will be recovered from on account bills of the work @ 6 percent till it reaches upto 5 percent of the value including bid security.
MAINTENANCE PERIOD - The tenderer/s shall be required to maintain the work effectively for the specified period from the date of completion as per Clause No.47 of the General Conditions of Contract, April 2022 and no part refund of Security Deposit shall be permitted during the maintenance period mentioned above.
Subsequent to the enactment of GST Act, para (a) of Clause 6 (Care In submission Of Tenders), Part-I of General Conditions of Contract are revised and shall be read as under:
Tenderers will examine the various provisions of The Central Goods and Service Tax Act, 2017 (CGST)/ Integrated Goods and Service 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.
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.
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.
Joint venture will be permitted in the tender value more than Rs.10.00 Crs.
Certificate from private individuals/firms for whom such works are executed/being executed shall not be considered.
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in Clause-37 of the Standard General Conditions of Contract for the completion of works to the entire satisfaction of the Engineer.
Tenders other than in form of e-Tendering shall not be accepted against this tender. For this purpose, tenderers are required to register themselves with IREPS. Registration requires procurement of Class III Digital Signature Certificate and Digital Encryption Certificate.
The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification by the railway shall not relieve the bidder of its obligations or liabilities hereunder nor will it affect any rights of the railway thereunder.
In case of any wrong information submitted by tender, the contract shall be terminated, Performance Guarantee (PG) and Security Deposit(SD) of contract forfeited and agency barred for doing business on entire Indian Railways for 5 (five) years.
Any Conditional offer will be summarily rejected.
Tender will be opened at the specified time and date. In case the specified date is declared a holiday, the tender would be opened at the same time on the next working day.
Tenders have been invited for and on behalf of the President of India for the work mentioned as per NIT.
Bridge Rehabilitation works in NF Railway provision of grit blasting chamber, provision of flooring and other associates works at EWS/BNGN.
DCBL102026MLG~NFR
DCBL102026MLG
Open
Works - General
18 Months
Kamrup, Assam
₹0
₹21.9 L
14 Aug 2026
14 Aug 2026
24 Aug 2026
88 items across 2 schedules · ₹6,95,07,678.78 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 250 | 260.3 | 65,075 |
| 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 | 700 | 196 | 1,37,200 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 3000 | 2,123.75 | 63,71,250 |
| 4 | All kinds of soil | Sqm | 11000 | 34.15 | 3,75,650 |
| 5 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 2000 | 7,878.5 | 1,57,57,000 |
| 6 | Foundations, footings, bases for columns | Sqm | 200 | 392.15 | 78,430 |
| 7 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 50 | 842.5 | 42,125 |
| 8 | Shelves (Cast in situ) | Sqm | 450 | 927.25 | 4,17,262.5 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 200 | 736.4 | 1,47,280 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 35 | 961.3 | 33,645.5 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 15000 | 107.85 | 16,17,750 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 9,504.75 | 4,75,237.5 |
| 13 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 40 | 7,370.65 | 2,94,826 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 9,105.95 | 91,059.5 |
| 15 | Area of slab over 0.50 sqm | Sqm | 250 | 3,078.4 | 7,69,600 |
| 16 | Granite work | Metre | 250 | 510.95 | 1,27,737.5 |
| 17 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 30 | 1,800.45 | 54,013.5 |
| 18 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 20 | 2,172.1 | 43,442 |
| 19 | 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 | 10 | 1,124.85 | 11,248.5 |
| 20 | 100x75x4 mm | Each | 40 | 115.4 | 4,616 |
| 21 | 250x16 mm | Each | 20 | 260.6 | 5,212 |
| 22 | 150x10 mm | Each | 20 | 82.55 | 1,651 |
| 23 | 125 mm | Each | 10 | 66.25 | 662.5 |
| 24 | 100 mm | Each | 10 | 59.55 | 595.5 |
| 25 | Extruded section profile size 42x50 mm | Metre | 55 | 331.35 | 18,224.25 |
| 26 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm ( +/- 0.2 mm) with inbuilt edging on both sides. 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 20x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 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. (For W.C. and bathroom door shutter). | Sqm | 36 | 2,969.25 | 1,06,893 |
| 27 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 175000 | 172.6 | 3,02,05,000 |
| 28 | 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 | 300 | 772.4 | 2,31,720 |
| 29 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 400 | 1,056.15 | 4,22,460 |
| 30 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 250 | 1,315.3 | 3,28,825 |
| 31 | Size of Tile 600x600 mm | Sqm | 226.68 | 1,553.45 | 3,52,136.05 |
| 32 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 350 | 1,863.9 | 6,52,365 |
| 33 | 110 mm diameter | Metre | 1150 | 377.4 | 4,34,010 |
| 34 | 110 mm bend | Each | 40 | 150.35 | 6,014 |
| 35 | 110 mm Shoe | Each | 40 | 131.85 | 5,274 |
| 36 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 210 | 1,355.8 | 2,84,718 |
| 37 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 25 | 1,401.35 | 35,033.75 |
| 38 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 2200 | 738.65 | 16,25,030 |
| 39 | Ridges plain (500 - 600mm) | Metre | 200 | 532.35 | 1,06,470 |
| 40 | Gutter (600 mm over all girth) | Metre | 20 | 1,313.7 | 26,274 |
| 41 | 1:4 (1 cement: 4 coarse sand) | Sqm | 100 | 357.35 | 35,735 |
| 42 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 100 | 226.25 | 22,625 |
| 43 | Two or more coats on new work | Sqm | 100 | 146.8 | 14,680 |
| 44 | One or more coats on old work | Sqm | 100 | 102.8 | 10,280 |
| 45 | One or more coats on old work | Sqm | 1500 | 96 | 1,44,000 |
| 46 | G.S. Sheet | Sqm | 2500 | 164.95 | 4,12,375 |
| 47 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 1160 | 218.9 | 2,53,924 |
| 48 | 90 mm to 45 mm size stone aggregate | cum | 25 | 2,098.4 | 52,460 |
| 49 | 53 mm to 22.4 mm size stone aggregate | cum | 25 | 1,842.3 | 46,057.5 |
| 50 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 650 | 1,046.95 | 6,80,517.5 |
| 51 | Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately). | Kg | 200 | 78.95 | 15,790 |
| 52 | With G.I. barbed wire | Metre | 7199.66 | 22.1 | 1,59,112.49 |
| 53 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | Kg | 5300 | 125.75 | 6,66,475 |
| 54 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 1160 | 88.55 | 1,02,718 |
| 55 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | Each | 500 | 206.3 | 1,03,150 |
| 56 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 100 | 8,505.65 | 8,50,565 |
| 57 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 100 | 12,126.2 | 12,12,620 |
| 58 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications. | Sqm | 250 | 747.8 | 1,86,950 |
| 59 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 6,767.4 | 33,837 |
| 60 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 6,515.55 | 32,577.75 |
| 61 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 15 | 6,258.75 | 93,881.25 |
| 62 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 10 | 2,648.85 | 26,488.5 |
| 63 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 10 | 1,683.35 | 16,833.5 |
| 64 | 10 litre capacity - White | Each | 15 | 1,190.65 | 17,859.75 |
| 65 | Oval shape 450x350 mm (outer dimensions) | Each | 15 | 1,377.1 | 20,656.5 |
| 66 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 10 | 1,083.5 | 10,835 |
| 67 | C.P. brass | Each | 15 | 803.7 | 12,055.5 |
| 68 | 100 mm dia pipe | Each | 15 | 198.15 | 2,972.25 |
| 69 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 50 | 515.2 | 25,760 |
| 70 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 30 | 561.45 | 16,843.5 |
| 71 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 250 | 316.25 | 79,062.5 |
| 72 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 1600 | 597.75 | 9,56,400 |
| 73 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 100 | 1,301.35 | 1,30,135 |
| 74 | 15 mm nominal bore | Each | 3 | 85 | 255 |
| 75 | 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 | 1000 | 11 | 11,000 |
| 76 | 15 mm nominal bore | Each | 2 | 820.7 | 1,641.4 |
| 77 | 150 mm dia. R.C.C. pipe | Metre | 110 | 556.45 | 61,209.5 |
| 78 | 300 mm dia. R.C.C. pipe | Metre | 110 | 994.3 | 1,09,373 |
| 79 | With Sewer bricks conforming to IS : 4885 | Each | 20 | 32,719.5 | 6,54,390 |
| 80 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 38 | 495.05 | 18,811.9 |
| 81 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 400 | 598.6 | 2,39,440 |
| 82 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 90 | 1,505.25 | 1,35,472.5 |
| 83 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. | Each | 10 | 528.85 | 5,288.5 |
| 84 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 60 | 638.35 | 38,301 |
| Schedule total | ₹6,94,84,431.84 | ||||
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