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Tender Value
₹4.5 Cr
EMD Value
₹9.0 L
Closing Date
12 Jun 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
DRM/WORKS
14 conditions · 2 needing a document upload
10.2 - Financial Eligibility Criteria: 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, as provided at Page 41 of tender documents, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
10.1 Technical Eligibility Criteria: (a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)In case of tenders for 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 or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)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. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Non-submission of the Completion certificate issued by the Competent Authority shall result into summarily rejection of the offer.
Defination of Similar Work :- 3.1 - Any Civil Construction or repair work
26 conditions · 2 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. (Ref: Rly. Bd. Letter No.2020/RS(G)/779/2/Pt.1 (E3322671) Dtd. 20.08.2024 and Public Procurement (Preference to Make in India), Order 2017 Revision and No.P-45021/2/2017-PP(BE-II)-Par (4) Vol.II Dtd. 19th July 2024, Government of India, Ministry of Commerce and Industry, Department for Promotion of Industry and Internal Trade (Public Procurement Section) amended time to time.
"The said suppliers of goods and/or services would be subject to GST Act and Rules as applicable from time to time. Tenderers are requested to submit their offers as per GST Tax regime. All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law"
Successful tenderers are required to submit the number of labour to be employed for this particular work. Also the list showing names, along with all other details, of male and female workers employed in this work, should be submitted to office, at the time of submitting performance guarantee and before executing contract agreement. They should also ensure that 1) The payment to the contract labour should be made through bank/cheque. 2) Identity Cards should be issued to all contract workers. 3) Necessary steps should be taken to deduct provident fund from the payment made to contract labour and ensure that the same is credited to their Provident Fund account. 4)Medical facilities from ESI should be ensured, if 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.
Tenderers are required to submit a copy of cancelled cheque in order to facilitate the payments regarding refund of EMD etc. in their proper accounts.
In addition to latest provisions of GCC, and all contents of tender documents, all other latest instructions of Railway Boards issued vide various letters received from time to time on concerned matters and related to tender, will also be applicable for the tenders as per necessity and tenderers have to co-operate with Railways and ensure the compliance
Indian Railways Standard General Conditions of Contract, April 2022 (GCC, April 2022) has been introduced and available on website with all correction slips issued up to date for inviting tender and same will be applicable for this tender. Advance Correction Slip No. 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 and 11 to Indian Railways Standard General Conditions of Contract, April - 2022 circulated by the Railway Board vide letter No. 2022/CE-I/ CT/GCC-2022/Policy dated 14.07.2022, 13.12.2022, 26.04.2023, 07.08.2023, 20.10.2023 , 21.12.2023, 25.09.2024, 20.12.2024, 09.01.2025,04.03.2025 and 13.03.2026 are applicable to this tender.
I/We agree to carry out all works with use of modern equipments of required capacity for the work without extra payment. The decision of railway engineer shall be final and binding in this regard.
It is the responsibility of contractor to arrange the payment of the labour employed for the work through bank and to deduct PF as per the provisions of Minimum Wages Act.
The quantities shown above are approximate and to give a general guideline. Railway reserves a right to increase, decrease or to delete any of the items mentioned in schedule.
As per ACS 1 to GCC April 2022, issued vide Railway Board's letter dt. 14.07.2022, PVC Clause shall be applicable only in tenders having advertised value above Rs. 2 Crores provided to the provisions as per clause 46A-1. Tenderers should take a note and quote their rates accordingly.
In case Civil work tenders, the quantity of cement required in the items where necessary, will be used by the contractor on the same rates as accepted in tender, as per the quantity mentioned against each item in USSOR/DSR, though not mentioned in tender schedule.
Tenderers are advised to quote their rates including all type of taxes and levies etc. to be paid by them. Any extra payment will not be made on account of taxes/Levies etc., in excess of Contract Agreement Value,
In case of submission of Bid Security in the form of Bank Guarantee, a scanned copy of Original BG valid for a period of 90 days beyond the validity period of tender, and addressed in favour of Sr. DFM/WCR/BPL, shall be uploaded on IREPS portal while applying for tender. And As per ACS 2 to GCC April 2022, circulated vide Railway Board letter dt. 13.12.22, original BG should be delivered in person to the Concerned Official in Office before closing date for submission of bid (i.e. Excluding the last date of submission of bid) without fail. Any failure in this connection shall lead to summary rejection of bid.
Maintenance Period for this work will be 24 months after successful completion of work.
Annexure V (A) certificate attached in technical eligibility criteria: Clarification Regarding submission of Annexure-V(A) as per NIT: In case of Partnership firm/Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc, the Annexure-V(A) must be submitted in the format as given in technical eligibility criteria link, by each partner in case of partnership firm / each member in case of HUF/ each JV member through their authorized signatory in case of Joint Venture firm as self-certification in individual capacity (not as bidder). Non- submission of the certificate, or submission of certificate either not properly filled in, or in a format other than the prescribed format shall lead to summary rejection of offer. For avoidance of doubt it is to make clear that this self-certification as they are individually not blacklisted/debarred......, shall be submitted by- 1. Each partner in case of partnership firm/Limited Liability Partnership (LLP) 2. Each member in case of HUF. 3. Each JV member through their authorized signatory.
Bhopal Division- Construction of New EI Building at Rani Kamlapati Station in connection with Provision of distributed EI in lieu of existing RRI along with provision of MSDAC in parallel with DC track circuits at Rani Kamlapati Station under ADEN(Works)Bhopal.
WCR-BPL-W-26-27-HQ-07-30
WCR-BPL-W-26-27-HQ-07-30
Open
Works - General
8 Months
Bhopal, Madhya Pradesh
₹0
₹9.0 L
12 Jun 2026
20 May 2026
29 May 2026
136 items across 3 schedules · ₹4,55,71,117.63 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 522.4 | 177.5 | 92,726 |
| 2 | Ordinary rock | cum | 313.13 | 498.9 | 1,56,220.56 |
| 3 | Hard rock (blasting prohibited) | cum | 313.13 | 1,432.95 | 4,48,699.63 |
| 4 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 150 | 352.15 | 52,822.5 |
| 5 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia | Metre | 100 | 998.65 | 99,865 |
| 6 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia | Metre | 50 | 2,047.3 | 1,02,365 |
| 7 | 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 | 795.79 | 196 | 1,55,974.84 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 163.17 | 2,123.75 | 3,46,532.29 |
| 9 | 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 | 86.02 | 7,878.5 | 6,77,708.57 |
| 10 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 236.71 | 7,294.7 | 17,26,728.44 |
| 11 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 100 | 9,212.6 | 9,21,260 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 221.82 | 392.15 | 86,986.71 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1336.4 | 927.25 | 12,39,176.9 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 968.49 | 736.4 | 7,13,196.04 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 895.06 | 961.3 | 8,60,421.18 |
| 16 | Stairs, (excluding landings) except spiral- staircases | Sqm | 150 | 764.95 | 1,14,742.5 |
| 17 | Under 20 cm wide | Metre | 383.2 | 208.55 | 79,916.36 |
| 18 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 49.95 | 951.1 | 47,507.45 |
| 19 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 1586.41 | 384.3 | 6,09,657.36 |
| 20 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 50343 | 107.85 | 54,29,492.55 |
| 21 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 36871.7 | 107.85 | 39,76,612.85 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 498.43 | 9,504.75 | 47,37,452.54 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 368.71 | 9,860.4 | 36,35,628.08 |
| 24 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 583.7 | 6,504.9 | 37,96,910.13 |
| 25 | Area of slab upto 0.50 sqm | Sqm | 32.02 | 5,413.5 | 1,73,340.27 |
| 26 | 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 | 58.3 | 1,267.95 | 73,921.49 |
| 27 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 60.84 | 2,241.8 | 1,36,391.11 |
| 28 | 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 | 25.6 | 1,800.45 | 46,091.52 |
| 29 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 63 | 3,167.95 | 1,99,580.85 |
| 30 | Fixed to steel windows by welding | Kg | 749 | 219.1 | 1,64,105.9 |
| 31 | 125x65x2.12 mm | Each | 129 | 53 | 6,837 |
| 32 | 300x16 mm | Each | 37 | 216.55 | 8,012.35 |
| 33 | 250x16 mm | Each | 28 | 193.7 | 5,423.6 |
| 34 | 150x10 mm | Each | 30 | 59.45 | 1,783.5 |
| 35 | 125 mm | Each | 58 | 39.95 | 2,317.1 |
| 36 | 125x75x4 mm | Each | 12 | 150.1 | 1,801.2 |
| 37 | 250x16 mm | Each | 12 | 260.6 | 3,127.2 |
| 38 | 150x10 mm | Each | 6 | 82.55 | 495.3 |
| 39 | 125 mm | Each | 12 | 66.25 | 795 |
| 40 | Twin rubber stopper | Each | 35 | 72.35 | 2,532.25 |
| 41 | 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 | 31.2 | 492.7 | 15,372.24 |
| 42 | 30 mm thick pre laminated PVC door shutters | Sqm | 12.6 | 3,663.8 | 46,163.88 |
| 43 | 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 | 1000 | 133.7 | 1,33,700 |
| 44 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 23.94 | 11,439.6 | 2,73,864.02 |
| 45 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 153.4 | 583.3 | 89,478.22 |
| 46 | Hot finished welded type tubes | Kg | 2000 | 194.4 | 3,88,800 |
| 47 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 70 | 226 | 15,820 |
| 48 | 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 | 1575 | 772.4 | 12,16,530 |
| 49 | Acid and alkali resistant tile | Sqm | 61 | 1,738.15 | 1,06,027.15 |
| 50 | Acid and alkali resistant tile | Sqm | 71.1 | 1,884.9 | 1,34,016.39 |
| 51 | 25 mm thick | Sqm | 113.76 | 1,948.25 | 2,21,632.92 |
| 52 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 56.43 | 2,354.7 | 1,32,875.72 |
| 53 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. | Metre | 259.2 | 191.4 | 49,610.88 |
| 54 | 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 | 10.5 | 1,096.55 | 11,513.78 |
| 55 | Size of Tile 800x800 mm | Sqm | 1178.7 | 1,885.5 | 22,22,438.85 |
| 56 | 75 mm diameter | Metre | 40 | 248.8 | 9,952 |
| 57 | 110 mm diameter | Metre | 134 | 377.4 | 50,571.6 |
| 58 | 110x110x110 mm | Each | 10 | 234.15 | 2,341.5 |
| 59 | 75 mm bend | Each | 5 | 105.9 | 529.5 |
| 60 | 110 mm bend | Each | 20 | 150.35 | 3,007 |
| 61 | 75 mm Shoe | Each | 5 | 93.1 | 465.5 |
| 62 | 110 mm Shoe | Each | 6 | 131.85 | 791.1 |
| 63 | 75 mm | Each | 5 | 369.85 | 1,849.25 |
| 64 | 110 mm | Each | 30 | 371.3 | 11,139 |
| 65 | 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 | 600 | 738.65 | 4,43,190 |
| 66 | 1:4 (1 cement: 4 coarse sand) | Sqm | 5875.75 | 411.75 | 24,19,340.06 |
| 67 | 1:3 (1 cement : 3 fine sand) | Sqm | 1374.6 | 300.45 | 4,12,998.57 |
| 68 | 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 | 7250.35 | 193.7 | 14,04,392.8 |
| 69 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 161.25 | 176.25 | 28,420.31 |
| 70 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 136.08 | 170.7 | 23,228.86 |
| 71 | 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 | 7250.35 | 156.05 | 11,31,417.12 |
| 72 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 73 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 10 | 3,551.25 | 35,512.5 |
| 74 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 75 | In lime mortar | cum | 10 | 1,158.1 | 11,581 |
| 76 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 255 | 375.8 | 95,829 |
| 77 | 60mm thick cement concrete paver block of M- 35 grade with approved colour, design & pattern. | Sqm | 500 | 1,045.65 | 5,22,825 |
| 78 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 6,767.4 | 20,302.2 |
| 79 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 6,515.55 | 19,546.65 |
| 80 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 6 | 2,226.35 | 13,358.1 |
| 81 | White glazed fire clay kitchen sink of size 600x450x 250 mm | Each | 3 | 3,892.75 | 11,678.25 |
| 82 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 3 | 349.15 | 1,047.45 |
| 83 | 32 mm dia | Each | 9 | 119.55 | 1,075.95 |
| 84 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 8 | 53.25 | 426 |
| 85 | Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms | Each | 3 | 367.1 | 1,101.3 |
| 86 | 15 mm nominal dia Pipes | Metre | 25 | 497.8 | 12,445 |
| 87 | 20 mm nominal dia Pipes | Metre | 30 | 537.6 | 16,128 |
| 88 | 25 mm nominal dia Pipes | Metre | 200 | 355.4 | 71,080 |
| 89 | 50 mm nominal dia Pipes | Metre | 250 | 794.25 | 1,98,562.5 |
| 90 | 100 mm nominal dia Pipes | Metre | 100 | 3,271.7 | 3,27,170 |
| 91 | 50 mm nominal bore | Each | 3 | 1,026.65 | 3,079.95 |
| 92 | 15 mm nominal bore | Each | 5 | 406.85 | 2,034.25 |
| 93 | 15 mm nominal bore | Each | 15 | 97.75 | 1,466.25 |
| 94 | 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 | 4000 | 11 | 44,000 |
| 95 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 15 | 125.6 | 1,884 |
| 96 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 118.5 | 1,185 |
| 97 | 125 mm nominal dia with 25 mm waste hole | Each | 15 | 51.85 | 777.75 |
| 98 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 8 | 156.9 | 1,255.2 |
| 99 | 15 mm nominal bore, weighing not less than 32 gms | Each | 5 | 53.6 | 268 |
| 100 | 25mm nominal bore, weighing not less than 62 gms | Each | 5 | 113.35 | 566.75 |
| 101 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 456 | 530.9 | 2,42,090.4 |
| 102 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 156 | 634.45 | 98,974.2 |
| 103 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 33.71 | 8,042.3 | 2,71,105.93 |
| 104 | P r o v i d i n g and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric water proofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 674.26 | 563.1 | 3,79,675.81 |
| 105 | 300 mm dia | Metre | 10 | 707.75 | 7,077.5 |
| 106 | 300 mm dia | Metre | 100 | 1,695.1 | 1,69,510 |
| 107 | 200 mm nominal size dia | Metre | 60 | 1,113.35 | 66,801 |
| 108 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 10 | 1,509.8 | 15,098 |
| 109 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in- charge. | cum | 5 | 1,538.25 | 7,691.25 |
| 110 | 200 mm dia | Each | 1 | 321.15 | 321.15 |
| Schedule total | ₹4,46,56,113.13 | ||||
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TDGCCMarch_26.pdf
ATTACHMENT
PublicProcurementOrder1.pdf
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NewListofApprovedBrands.pdf
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Annualcont.turnoverformatAnn.VIB_1.pdf
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DSRSpecificationsvolume1_compressed1.pdf DSR Specifications Volume 1
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DSRSpecificationsvolume1_compressed1.pdf
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DSRSpecificationsVolume2_compressed1.pdf
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