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Tender Value
₹5.5 Cr
EMD Value
₹11.1 L
Closing Date
26 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital Works)
WA SECTION
19 conditions · 3 needing a document upload
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, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.) PLEASE ATTACH COPY OF AUDITED BALANCE SHEET.
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, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.) PLEASE ATTACH COPY OF ANNEXURE VI-B.(Proforma is available in document).
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.
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.
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.
For tenders having advertised value more than Rs. 10 crore (As per instruction given in ACS-11 issued vide Rly Board letter No. 2022/CE-I/CT/GCC-2022/Policy/Pt I(E-3320424) dtd 13.03.2026).wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender. Annexure VI of GCC April 2022 and Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.)
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 on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. 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 payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Defination of Similar Work :- Any Civil Engineering Work
70 conditions · 6 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.
CPWD DSR-2023 (Delhi Schedule of Rates) and CPWD Specifications- 2019 (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 16.01.2023 with latest Correction Slips issued from time to time by CPWD.
Performance Guarantee As per ACS-11 dtd 13.03.2026 Para 16(4)(h) Introduced to GCC Apr2022 is as under Para 16(4)(h) If a tender is accepted on the quoted rates of bidder which is below the advertised tender value, an additional performance security shall be submitted by bider as below - Bid quoted Below 0 to 5 % (inclusive) of advertised cost - Additional Performance Guarantee (%) = NIL Bid quoted Below 5 % - of advertised cost - Additional Performance Guarantee (%) = 5%
Signature on Receipts for Amount.
Every receipt for money which may become payable or for any security which may become transferable to the Contractors under these presents, shall, if signed in the partnership name by anyone of the partners of a Contractor's firm be a good and sufficient discharge to the Railway in respect of the moneys or security purported to be acknowledged thereby and in the event of death of any of the Contractor, partners during the pendency of the contract, it is hereby expressly agreed that every receipt by anyone of the surviving Contractor partners shall if so signed as aforesaid be good and sufficient discharge as aforesaid provided that nothing in this Clause contained shall be deemed to prejudice or effect any claim which the Railway may hereafter have against the legal representative of any Contractor partner so dying for or in respect to any breach of any of the conditions of the contract, provided also that nothing in this clause contained shall be deemed to prejudice or effect the respective rights or obligations of the Contractor partners and of the legal representatives of any deceased contractor partners interse. (GCC April 2022 para 53.)
Applicability of rules for this tender
GCC-April 2022 with upto date correction slip.
CPWD DSR-2023 (Delhi Schedule of Rates) and CPWD Specifications- 2019 (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 01.06.2021 with latest Correction Slips issued from time to time by CPWD.
Relevant IS-CODES AND RAILWAY CODES AND MANUALS.
In these Special Conditions of Contract the following terms shall have the meaning hereby assigned to them except where the context otherwise requires.
(a)"General Condition of Contract" shall mean General Conditions of Contract-April 2022 as contained in Western Railway, Engineering Department "Indian Railways Unified standard specifications (works and materials)Vol-I &II".
"Specifications" shall mean the Specifications for Materials and Works of the Railway as specified under the authority of the Ministry of Railways or Chief Engineer or as amplified, added to or superseded by special specifications if any, appended to the Tender Forms. (GCC April 2022 Part I para I Instructions to tenderers (ITT).)
Standard Schedule of Rates (SSOR) shall mean the schedule of Rates adopted by the Railway, which includes- 1."Unified Standard Schedule of Rates of the Railway (USSOR)" i.e. the Standard Schedule of Rates of the Railway issued under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents; 2. "Delhi Schedule Of Rates (DSR)" i.e. the Standard Schedule of Rates published by Director General/ Central Public Works Department, Government of India, New Delhi, as adopted and modified by the Railway under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents.
"If any dispute arises between the parties with respect to this agreement any application or suit shall be instituted only in the; court with the local limits or whose Jurisdiction, the Western Railway's Divisional Headquarters office is situated and both the parties shall be bound by this clause. (Head quarters letter no. CE-Circular No. 11/No. W/623/5/ARB/1 dt. 26.04.04)
Ujjain-Execution of various works as under - 1. UJN-Repair to officer rest house at Avantika Building. 2. Ujjain- Renovation to staff quarters by improving flooring plaster, toilet, kitchen leakage treatment (total 80 Nos) 3. Ujjain- Improvement to Staff Quarter, Road & Nallah etc.
RTM-2026-27-109~WR
RTM-2026-27-109
Open
Works - General
12 Months
Ratlam, Madhya Pradesh
₹0
₹11.1 L
30 Sept 2026
30 Sept 2026
12 Oct 2026
142 items across 2 schedules · ₹7,97,95,823.98 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 100 | 174.04 | 17,404 |
| 2 | 3km | cum | 95 | 219.03 | 20,807.85 |
| 3 | 1km | cum | 2000 | 217.55 | 4,35,100 |
| 4 | 3km | cum | 300 | 273.79 | 82,137 |
| 5 | All kinds of soil | cum | 2938 | 177.5 | 5,21,495 |
| 6 | All kinds of soil | cum | 600 | 126.8 | 76,080 |
| 7 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 100 | 8,340.85 | 8,34,085 |
| 8 | 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 | 40 | 7,878.5 | 3,15,140 |
| 9 | 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 | 109 | 7,294.7 | 7,95,122.3 |
| 10 | 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 | 205 | 7,178.75 | 14,71,643.75 |
| 11 | Foundations, footings, bases for columns | Sqm | 80 | 392.15 | 31,372 |
| 12 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 400 | 495.75 | 1,98,300 |
| 13 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 120 | 18.15 | 2,178 |
| 14 | 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 | 18 | 9,045.75 | 1,62,823.5 |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 417 | 392.15 | 1,63,526.55 |
| 16 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 2490 | 842.5 | 20,97,825 |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 500 | 927.25 | 4,63,625 |
| 18 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 183 | 736.4 | 1,34,761.2 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 160 | 961.3 | 1,53,808 |
| 20 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%). | cum | 50 | 10,416.75 | 5,20,837.5 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 60500 | 107.85 | 65,24,925 |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2100 | 107.85 | 2,26,485 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1045 | 9,504.75 | 99,32,463.75 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 23 | 9,860.4 | 2,26,789.2 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 5 | 7,132.25 | 35,661.25 |
| 26 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 34 | 6,295.15 | 2,14,035.1 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 154 | 9,105.95 | 14,02,316.3 |
| 28 | Area of slab upto 0.50 sqm | Sqm | 192 | 5,413.5 | 10,39,392 |
| 29 | Area of slab over 0.50 sqm | Sqm | 532 | 5,136.3 | 27,32,511.6 |
| 30 | Each | 100 | 978.7 | 97,870 | |
| 31 | 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 | 3495 | 1,267.95 | 44,31,485.25 |
| 32 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 54 | 2,241.8 | 1,21,057.2 |
| 33 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 85 | 3,167.95 | 2,69,275.75 |
| 34 | 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 | 18 | 1,124.85 | 20,247.3 |
| 35 | 100x63x4 mm | Each | 280 | 104.75 | 29,330 |
| 36 | 250x16 mm | Each | 320 | 260.6 | 83,392 |
| 37 | 250x10 mm | Each | 85 | 115.15 | 9,787.75 |
| 38 | 200x10 mm | Each | 160 | 99.7 | 15,952 |
| 39 | 125 mm | Each | 85 | 66.25 | 5,631.25 |
| 40 | 100 mm | Each | 320 | 59.55 | 19,056 |
| 41 | Single rubber stopper | Each | 42 | 39.6 | 1,663.2 |
| 42 | Twin rubber stopper | Each | 36 | 72.35 | 2,604.6 |
| 43 | 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 | 552 | 492.7 | 2,71,970.4 |
| 44 | 30 mm thick plain PVC door shutters | Sqm | 82 | 3,182.95 | 2,61,001.9 |
| 45 | With 12 mm mild steel U beading | Sqm | 50 | 1,228 | 61,400 |
| 46 | 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 | 7500 | 133.7 | 10,02,750 |
| 47 | Hot finished welded type tubes | Kg | 25000 | 194.4 | 48,60,000 |
| 48 | Providing and fixing bolts including nuts and washers complete. | Kg | 700 | 159.35 | 1,11,545 |
| 49 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 4000 | 172.6 | 6,90,400 |
| 50 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 54 | 844.7 | 45,613.8 |
| 51 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 101 | 8,595.15 | 8,68,110.15 |
| 52 | 25 mm thick | Sqm | 300 | 1,948.25 | 5,84,475 |
| 53 | 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 | 354 | 1,096.55 | 3,88,178.7 |
| 54 | Size of Tile 600x600 mm | Sqm | 3285 | 1,553.45 | 51,03,083.25 |
| 55 | In 75x75 mm deep chase | Metre | 300 | 305.15 | 91,545 |
| 56 | 110 mm diameter | Metre | 453 | 377.4 | 1,70,962.2 |
| 57 | 110 mm | Each | 9 | 136.15 | 1,225.35 |
| 58 | 110x110x110 mm | Each | 18 | 221.35 | 3,984.3 |
| 59 | 110 mm bend | Each | 18 | 150.35 | 2,706.3 |
| 60 | 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 | 5550 | 738.65 | 40,99,507.5 |
| 61 | 1:6 (1 cement: 6 coarse sand) | Sqm | 3900 | 395.35 | 15,41,865 |
| 62 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 90 | 518.55 | 46,669.5 |
| 63 | 1:3 (1 cement : 3 fine sand) | Sqm | 90 | 300.45 | 27,040.5 |
| 64 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 360 | 262.7 | 94,572 |
| 65 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 1900 | 185.65 | 3,52,735 |
| 66 | Two or more coats on new work | Sqm | 825 | 155.9 | 1,28,617.5 |
| 67 | 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 | 3000 | 156.05 | 4,68,150 |
| 68 | Two coats | Sqm | 3000 | 137.45 | 4,12,350 |
| 69 | Two coats | Sqm | 11600 | 142.8 | 16,56,480 |
| 70 | 6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge. | Sqm | 250 | 269.15 | 67,287.5 |
| 71 | One or more coats on old work | Sqm | 18825 | 102.8 | 19,35,210 |
| 72 | Repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. | Sqm | 590 | 670.95 | 3,95,860.5 |
| 73 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge. | Each | 80 | 134.1 | 10,728 |
| 74 | 3 mm thick | Sqm | 3200 | 537.45 | 17,19,840 |
| 75 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 159 | 2,434.25 | 3,87,045.75 |
| 76 | 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 | 16 | 3,551.25 | 56,820 |
| 77 | In cement mortar | cum | 104 | 2,060.2 | 2,14,260.8 |
| 78 | Of area 3 sq. metres and below | Each | 249 | 367.2 | 91,432.8 |
| 79 | Of area 3 sq. metres and below | Each | 200 | 143.5 | 28,700 |
| 80 | For thickness of tiles 10 mm to 25 mm | Sqm | 1500 | 73.4 | 1,10,100 |
| 81 | 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 | 2751 | 54.65 | 1,50,342.15 |
| 82 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 590 | 263.95 | 1,55,730.5 |
| 83 | Stone screening 13.2 mm nominal size (Type A) | cum | 210 | 2,034.35 | 4,27,213.5 |
| 84 | Moorum | cum | 700 | 768.25 | 5,37,775 |
| 85 | On bituminous surface @ 0.25kg/sqm | Sqm | 2500 | 14.05 | 35,125 |
| 86 | 2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS : 8887, using 96 kg per cum of chippings of road surface, including consolidation with road roller etc complete . | Sqm | 1250 | 252.15 | 3,15,187.5 |
| 87 | 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 | 1250 | 88.55 | 1,10,687.5 |
| 88 | Cement concrete prepared with batch mixing machine | cum | 380 | 10,529.35 | 40,01,153 |
| 89 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 18 | 2,648.85 | 47,679.3 |
| 90 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 80 | 1,550.6 | 1,24,048 |
| 91 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 80 | 1,683.35 | 1,34,668 |
| 92 | 510x1040 mm bowl depth 250 mm | Each | 2 | 6,945.6 | 13,891.2 |
| 93 | 610x510 mm bowl depth 200 mm | Each | 135 | 4,940.8 | 6,67,008 |
| 94 | Orissa pattern W.C. pan of size 580x440 mm | Each | 93 | 3,169.05 | 2,94,721.65 |
| 95 | 10 litre capacity - White | Each | 50 | 1,190.65 | 59,532.5 |
| 96 | 32 mm dia | Each | 200 | 103.9 | 20,780 |
| 97 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 150 | 53.25 | 7,987.5 |
| 98 | 2025 (25 mm OD ) pipe | Metre | 90 | 340.85 | 30,676.5 |
| 99 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 250 | 272 | 68,000 |
| 100 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 843 | 318.35 | 2,68,369.05 |
| 101 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 294 | 265.05 | 77,924.7 |
| 102 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 530 | 1,301.35 | 6,89,715.5 |
| 103 | PPR Union 25mm | Each | 63 | 334 | 21,042 |
| 104 | 15 mm nominal dia Pipes | Metre | 825 | 286.8 | 2,36,610 |
| 105 | 20 mm nominal dia Pipes | Metre | 500 | 335 | 1,67,500 |
| 106 | 25 mm nominal dia Pipes | Metre | 200 | 401.55 | 80,310 |
| 107 | 20 mm nominal dia Pipes | Metre | 90 | 537.6 | 48,384 |
| 108 | 15 mm nominal bore | Each | 50 | 353.25 | 17,662.5 |
| 109 | 15 mm nominal bore | Each | 20 | 353.25 | 7,065 |
| 110 | 25 mm nominal bore | Each | 20 | 622.4 | 12,448 |
| 111 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 18 | 18,896.7 | 3,40,140.6 |
| 112 | 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 | 10000 | 11 | 1,10,000 |
| 113 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 250 | 125.6 | 31,400 |
| 114 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 263 | 118.5 | 31,165.5 |
| 115 | 100 mm nominal dia | Each | 18 | 37.6 | 676.8 |
| 116 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 63 | 523.8 | 32,999.4 |
| 117 | 25mm nominal bore, weighing not less than 62 gms | Each | 63 | 113.35 | 7,141.05 |
| 118 | 600 mm dia RCC pipes. | Metre | 30 | 3,401.25 | 1,02,037.5 |
| 119 | 1000 mm dia RCC pipes. (Laying by manual/ mechanical means) | Metre | 30 | 6,656.55 | 1,99,696.5 |
| 120 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1786 | 530.9 | 9,48,187.4 |
| 121 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 989 | 634.45 | 6,27,471.05 |
| 122 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 214 | 1,176.8 | 2,51,835.2 |
| 123 | Frame size 45 x 70 mm | Metre | 80 | 705.85 | 56,468 |
| 124 | Frame size 50 x 100 mm | Metre | 80 | 947.7 | 75,816 |
| 125 | 30 mm thick | Sqm | 160 | 4,346.7 | 6,95,472 |
| Schedule total | ₹7,66,43,971.4 | ||||
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EBGLetterRailwayBoardGuideline16.06.2026.pdf
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certificateforrailwayemployeereengagement_1.pdf
ATTACHMENT
TERMINATIONCONTRACT.pdf
ATTACHMENT
ACS5GCC2022.pdf
ATTACHMENT
07.08.23ACS4.pdf
ATTACHMENT
07.08.23LAUNCHEMB.pdf
ATTACHMENT
BidCapacity-AnnexureVI.pdf
ATTACHMENT
OffloadingPartSofworkRBLetterNo2022-CE-I-CT-GCC-2020-Polociydt27Apr2022.pdf
ATTACHMENT
BidsecurityAnnexure-VIA.pdf
ATTACHMENT
FormatforAnnualcontractualturnoverAnnexure-VIB.pdf
ATTACHMENT
GCCAPRIL2022.pdf
ATTACHMENT
MOUFORJVGCCAPRIL22WITHALLACS.pdf
ATTACHMENT
AnnexureVasperACS4dt07.08.2023.pdf
ATTACHMENT
AnnexureVA.pdf
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ACS6GCC2022.pdf
ATTACHMENT
ACS2dt13Dec22.pdf
ATTACHMENT
ACS1GCCAPR2022.pdf
ATTACHMENT
ACS3dt26APR23.pdf
ATTACHMENT
LetterNo.2017-CE-I-CT-9date31May2023.pdf
ATTACHMENT
GCC2022CorrectionSlipNo11.pdf
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ATTACHMENT
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