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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹3.2 Cr
EMD Value
₹6.5 L
Closing Date
22 Oct 2026, 3:30 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
DYCETENDER
14 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Definition of similar work for present tender refers to as: "ANY CIVIL ENGINEERING WORK".
The tenderer must have successfully completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works 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. (b) (i)In case of composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work costing not less than the amount equal to 60% of advertised value of each component of tender. Note: Separate completed works of minimum required values for each component can also be considered for fulfillment of technical eligibility criteria. (b) (ii) In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, work experience certificates 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 opening 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, bill wise details of payments received duly citified by Chartered Accountant, TDS certificate for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
49 conditions · 15 needing a document upload
Upload Current and valid PAN
Upload GST registration.
Upload Partnership Deed, if applicable.
Upload the Power of Attorney if applicable.
Please submit your bank details as per ANNEXURE -I of Tender Document
Please furnish list of plant and Machinery available on hand own and proposed to be inducted own and hired to be given separately for the subject work as per PROFORMA -IV of Tender document.
Please furnish list of Works on hand as per PROFORMA-III-B of Tender Document.
Please furnish list of personal, organization available on hand and proposed to be engaged for the subject work as per PROFORMA - V of Tender Document.
The tenderer shall upload scanned copies of mandatory credentials such as experience, turn over Certificates and any other documents as applicable.
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.
Please submit your correspondence address, e-mail ID and valid phone number.
Please submit your bank details i.e.Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number.
Please furnish list of plant and Machinery available on hand own and proposed to be inducted own and hired to be given separately for the subject work.
Please furnish list of Works on hand indicating Description of Work, Contract Value, Approximate value of balance work yet to be done and Date of award.
Please furnish list of Works completed in last three financial years giving Description of Work, Organization for whom executed, approximate value of contract at time of award, Date of award and Date of Completion. Date of actual Start, Actual Completion and Final value of Contract shall also be given.
Please furnish list of personal, organization available on hand and proposed to be engaged for the subject work.
At the time of submission of bid, if tenderer has any Special Condition, then it must be uploaded here in scanned pdf copy.
In case of other than company/proprietary firm, Annexure-V(A) shall also be submitted by the each member of a partnership firm/ Joint venture (JV) / Hindu undivided family (HUF) / Limited Liability partnership (LLP) etc.as the case may be. Non submission of above certificate(s), or submission of certificate either not properly filled in, or in a format other than the prescribed format shall result in summarily rejection of his/their bid (As per GCC April 2022 & IREPS portal). It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested/digitally signed by which they/he is qualifying the Qualifying Criteria mentioned in the Tender Document.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
For those conditions for which standard formats have been given in the uploaded document titled-Formats for uploading of various format. The informations should only be submitted in these standard formats.
In addition to General condition of contract Nov. 2018 and Indian Railways Unified standard specification Works Materials Volume I II 2010, revised upto date, special condition attached shall also apply.
GST tax will be recovered as per instruction on the subject.
All documents related to Joint venture/ Consortium/ MOU, duly notorized should be uploaded at the time of submission of bid. Original documents related to above should be submitted to the Office of Tender Section, DRM/Works/Jhansi Division before closing date and time of Tender.
The tenderer shall upload scanned copies of financial instruments such as EMD, Tender cost, mandatory credentials such as experience, turn over Certificates and any other documents as applicable.
The earnest money 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 recovered on account bills of the work @10 percent till it reaches upto 5 percent of the value including earnest money.
For enactment of the act, the tenderer shall be required to pay cess 1% of cost of construction work to be deducted from each bill. cost of material shall be out side the purview of cess, when supply under a separate schedule item Rly, board Letter No. 2008/CE-1/6 Dt: 09.07.2008
The successful bidder shall submit the performance guarantee PG if any of the following forms amounting to 5% of the contract value. 1) Deposit of cash. 2) Irrevocable Bank guarantee. 3) Government securities including state loan bond at 5% below the market value. 4) Deposit receipt pay order, demand draft and guarantee bonds. these forms of p[performance guarantee could be either of the state bank of India or of any of the Nationalized Bank. 5) Guarantee Bond executed for deposit receipt tenderer by all schedule bank. 6) A deposit in the post office saving bank. 7) A deposit in National saving certificate. 8) Twelve year national defence certificates. 9) Ten years defence deposits. 10) National defence bond. 11) Unit trust certificates at 5% below market value or at the face value which ever is less also FDR in favour of Workshop Account Officer N.C.Rly, Jhansi free from any encumbrance may be accepted.
The procedure for obtaining Performance Guarantee is outlined below: (a) The successful bidder shall have to submit a Performance Guarantee (PG) within 21 (Twenty one) days from the date of issue of Letter of Acceptance (LOA). Extension of time for submission of PG beyond 21 (Twenty one) days and upto 60 days from the date of issue of LOA may be given by the Authority who is competent to sign the contract agreement. However, a penal interest of 12% per annum shall be charged for the delay beyond 21(Twenty one) days, i.e. from 22nd day after the date of issue of LOA. Further, if the 60th day happens to be a declared holiday in the concerned office of the Railway, submission of PG can be accepted on the next working day. In all other cases, if the Contractor fails to submit the requisite PG even after 60 days from the date of issue of LOA, the contract is liable to be terminated. In case contract is terminated railway shall be entitled to forfeit Earnest Money Deposit and other dues payable against that contract. In case a tenderer has not submitted Earnest Money Deposit on the strength of their registration as a Startup recognized by Department of Industrial Policy and Promotion (DIPP) under Ministry of Commerce and Industry, DIPP shall be informed to this effect. The failed Contractor shall be debarred from participating in re-tender for that work. (b)The successful bidder shall submit the Performance Guarantee (PG) in any of the following forms, amounting to 5% of the contract value: (i)A deposit of Cash; (ii) Irrevocable Bank Guarantee; (iii)Government Securities including State Loan Bonds at 5% below the market value; (iv) Deposit Receipts, Pay Orders, Demand Drafts and Guarantee Bonds. These forms of Performance Guarantee could be either of the State Bank of India or of any of the Nationalized Banks; (v)Guarantee Bonds executed or Deposits Receipts tendered by all Scheduled Banks; (vi)Deposit in the Post Office Saving Bank; (vii)Deposit in the National Savings Certificates; (viii) Twelve years National Defence Certificates; (ix)Ten years Defence Deposits; (x)National Defence Bonds and (xi)Unit Trust Certificates at 5% below market value or at the face value whichever is less. Also, FDR in favour of FA&CAO (free from any encumbrance) may be accepted. (c)The Performance Guarantee shall be submitted by the successful bidder after the Letter of Acceptance (LOA) has been issued, but before signing of the contract agreement. This P.G. shall be initially valid upto the stipulated date of completion plus 60 days beyond that. In case, the time for completion of work gets extended, the Contractor shall get the validity of P.G. extended to cover such extended time for completion of work plus 60 days.
(d)The value of PG to be submitted by the Contractor will not change for variation upto 25% (either increase or decrease). In case during the course of execution, value of the contract increases by more than 25% of the original contract value, an additional Performance Guarantee amounting to 5% (five percent) for the excess value over the original contract value shall be deposited by the Contractor. On the other hand, if the value of contract decreases by more than 25% of the original contract value, Performance Guarantee amounting to 5% (five percent) of the decrease in the contract value shall be returned to the Contractor. The PG amount in excess of required PG for decreased contract value, available with Railways, shall be returned to Contractor as per his request duly safeguarding the interest of railways (e)The Performance Guarantee (PG) shall be released after physical completion of the work based on 'Completion Certificate' issued by the competent authority stating that the Contractor has completed the work in all respects satisfactorily. (f)Whenever the contract is rescinded, the Performance Guarantee already submitted for the contract shall be encashed in addition to forfeiture of Security Deposit available with railway. (g)The Engineer shall not make a claim under the Performance Guarantee except for amounts to which the President of India is entitled under the contract (not withstanding and/or without prejudice to any other provisions in the contract agreement) in the event of: (i)Failure by the Contractor to extend the validity of the Performance Guarantee as described herein above, in which event the Engineer may claim the full amount of the Performance Guarantee. (ii)Failure by the Contractor to pay President of India any amount due, either as agreed by the Contractor or determined under any of the Clauses/Conditions of the Agreement, within 30 days of the service of notice to this effect by Engineer. (iii)The Contract being determined or rescinded under clause 62 of the GCC
The cost of tender form and the cost of EMD shall be accepted through Net banking or payment getway
RSK/STLI - Comprehensive infrastructure upgradation at RSK/STLI.
DYCE-JHSW-103~NCR
DYCE-JHSW-103
Open
Works - General
12 Months
Jhansi, Uttar Pradesh
₹0
₹6.5 L
23 Sept 2026
23 Sept 2026
8 Oct 2026
83 items across 1 schedule · ₹2,75,04,687.45 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 220 | 260.3 | 57,266 |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 200 | 700.5 | 1,40,100 |
| 3 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 220 | 93.05 | 20,471 |
| 4 | 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 | 200 | 7,878.5 | 15,75,700 |
| 5 | 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 | 280 | 7,178.75 | 20,10,050 |
| 6 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 160 | 6,812 | 10,89,920 |
| 7 | Foundations, footings, bases for columns | Sqm | 120 | 392.15 | 47,058 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 180 | 392.15 | 70,587 |
| 9 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 150 | 842.5 | 1,26,375 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 230 | 927.25 | 2,13,267.5 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 120 | 736.4 | 88,368 |
| 12 | Under 20 cm wide | Metre | 150 | 208.55 | 31,282.5 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2200 | 107.85 | 2,37,270 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 3200 | 107.85 | 3,45,120 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 40 | 9,504.75 | 3,80,190 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 25 | 9,860.4 | 2,46,510 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 180 | 7,132.25 | 12,83,805 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 9,105.95 | 18,21,190 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 120 | 7,311.25 | 8,77,350 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 9,275.45 | 18,55,090 |
| 21 | Area of slab over 0.50 sqm | Sqm | 30 | 5,136.3 | 1,54,089 |
| 22 | Granite work | Metre | 25 | 510.95 | 12,773.75 |
| 23 | Each | 5 | 978.7 | 4,893.5 | |
| 24 | 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 | 120 | 1,267.95 | 1,52,154 |
| 25 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 21 | 2,172.1 | 45,614.1 |
| 26 | With 2nd class teak wood beading 62X19 mm | Sqm | 18 | 1,308.35 | 23,550.3 |
| 27 | 300x16 mm | Each | 10 | 303.25 | 3,032.5 |
| 28 | 250x10 mm | Each | 10 | 115.15 | 1,151.5 |
| 29 | 125 mm | Each | 20 | 66.25 | 1,325 |
| 30 | Twin rubber stopper | Each | 10 | 72.35 | 723.5 |
| 31 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 25 | 492.7 | 12,317.5 |
| 32 | 30 mm thick pre laminated PVC door shutters | Sqm | 10 | 3,663.8 | 36,638 |
| 33 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 26 | 10,993.55 | 2,85,832.3 |
| 34 | 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 | 15000 | 133.7 | 20,05,500 |
| 35 | Hot finished welded type tubes | Kg | 800 | 194.4 | 1,55,520 |
| 36 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 15900 | 172.6 | 27,44,340 |
| 37 | 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 | 150 | 772.4 | 1,15,860 |
| 38 | 5.5 mm thick glass panes | Sqm | 70 | 1,390.15 | 97,310.5 |
| 39 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 120 | 8,595.15 | 10,31,418 |
| 40 | 25 mm thick | Sqm | 1400 | 1,948.25 | 27,27,550 |
| 41 | Size of Tile 600x600 mm | Sqm | 150 | 1,553.45 | 2,33,017.5 |
| 42 | 110 mm diameter | Metre | 35 | 377.4 | 13,209 |
| 43 | 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 | 400 | 738.65 | 2,95,460 |
| 44 | 8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing. | Sqm | 120 | 1,789.45 | 2,14,734 |
| 45 | 1:4 (1 cement: 4 fine sand) | Sqm | 600 | 347.05 | 2,08,230 |
| 46 | 1:4 (1 cement: 4 fine sand) | Sqm | 800 | 399.45 | 3,19,560 |
| 47 | 1:6 (1 cement: 6 fine sand) | Sqm | 700 | 450 | 3,15,000 |
| 48 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 2000 | 193.7 | 3,87,400 |
| 49 | Two or more coats on new work | Sqm | 800 | 155.9 | 1,24,720 |
| 50 | 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 | 1400 | 156.05 | 2,18,470 |
| 51 | With G.I. barbed wire | Metre | 2100 | 22.1 | 46,410 |
| 52 | 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 | 2800 | 125.75 | 3,52,100 |
| 53 | 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 | 1500 | 972 | 14,58,000 |
| 54 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 8,006.6 | 16,013.2 |
| 55 | Orissa pattern W.C. pan of size 580x440 mm | Each | 4 | 3,169.05 | 12,676.2 |
| 56 | Orissa pattern W.C. pan 580x440 mm | Each | 4 | 426.8 | 1,707.2 |
| 57 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 4 | 2,784.95 | 11,139.8 |
| 58 | Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. | Each | 4 | 170.7 | 682.8 |
| 59 | 10 litre capacity - White | Each | 10 | 1,190.65 | 11,906.5 |
| 60 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 4 | 1,648.95 | 6,595.8 |
| 61 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 2 | 4,048.65 | 8,097.3 |
| 62 | Flat back wash basin of size 630x450 mm | Each | 4 | 1,339.7 | 5,358.8 |
| 63 | 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 |
| 64 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 35 | 1,151.9 | 40,316.5 |
| 65 | 15 mm nominal dia Pipes | Metre | 35 | 497.8 | 17,423 |
| 66 | 25 mm nominal dia Pipes | Metre | 25 | 627.25 | 15,681.25 |
| 67 | 32 mm nominal dia Pipes | Metre | 30 | 438.6 | 13,158 |
| 68 | 15 mm nominal bore | Each | 16 | 97.75 | 1,564 |
| 69 | 150 mm diameter pipe | Each | 12 | 387.4 | 4,648.8 |
| 70 | Class II | Each | 4 | 7,312.4 | 29,249.6 |
| 71 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 3 | 10,354.95 | 31,064.85 |
| 72 | 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 |
| 73 | 15 mm nominal bore | Each | 25 | 820.7 | 20,517.5 |
| 74 | 15mm nominal bore | Each | 15 | 574.3 | 8,614.5 |
| 75 | 150 mm dia C.I. Double Flanged Pipe | Metre | 100 | 3,218.5 | 3,21,850 |
| 76 | For 15.88 mm outer dia x 15 mm nominal dia threaded | Each | 25 | 264.6 | 6,615 |
| 77 | Rectangular shape 600x450 mm internal dimensions | Each | 2 | 1,437.65 | 2,875.3 |
| 78 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 5,957.9 | 23,831.6 |
| 79 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 1 | 26,861.9 | 26,861.9 |
| 80 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 46 | 530.9 | 24,421.4 |
| 81 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 50 | 634.45 | 31,722.5 |
| 82 | 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 | 600 | 688.9 | 4,13,340 |
| 83 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 4 | 16,112.1 | 64,448.4 |
| Schedule total | ₹2,75,04,687.45 | ||||
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