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Tender Value
₹5.2 Cr
EMD Value
₹10.4 L
Closing Date
29 Jul 2026, 3:00 pmClosed
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
71 conditions · 7 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-2021 (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.
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-2018 (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)
Meghnagar - Balance development work as per ABSS master plan.
RTM-2026-27-69
RTM-2026-27-69
Open
Works - General
18 Months
Ratlam, Madhya Pradesh
₹0
₹10.4 L
29 Jul 2026
7 Jul 2026
15 Jul 2026
137 items across 5 schedules · ₹7,46,77,513.8 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 250 | 217.55 | 54,387.5 |
| 2 | 2km | cum | 100 | 245.82 | 24,582 |
| 3 | All kinds of soil | cum | 1600 | 177.5 | 2,84,000 |
| 4 | Ordinary rock | cum | 410 | 498.9 | 2,04,549 |
| 5 | Hard rock (blasting prohibited) | cum | 200 | 1,432.95 | 2,86,590 |
| 6 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 10 | 352.15 | 3,521.5 |
| 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 | 2925 | 196 | 5,73,300 |
| 8 | All kinds of soil | cum | 200 | 126.8 | 25,360 |
| 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 | 5 | 7,878.5 | 39,392.5 |
| 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 | 230 | 7,294.7 | 16,77,781 |
| 11 | Foundations, footings, bases for columns | Sqm | 470 | 392.15 | 1,84,310.5 |
| 12 | Making plinth protection 50 mm thick of cement concrete 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) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 48 | 749.3 | 35,966.4 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2715 | 392.15 | 10,64,687.25 |
| 14 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 60 | 842.5 | 50,550 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 700 | 927.25 | 6,49,075 |
| 16 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1185 | 736.4 | 8,72,634 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 654 | 961.3 | 6,28,690.2 |
| 18 | Under 20 cm wide | Metre | 89 | 208.55 | 18,560.95 |
| 19 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 20 | 951.1 | 19,022 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 63500 | 107.85 | 68,48,475 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 32500 | 107.85 | 35,05,125 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 749 | 9,504.75 | 71,19,057.75 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 240 | 9,860.4 | 23,66,496 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 320 | 733.5 | 2,34,720 |
| 25 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 15 | 6,295.15 | 94,427.25 |
| 26 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 300 | 9,344.35 | 28,03,305 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 9,105.95 | 4,55,297.5 |
| 28 | Area of slab upto 0.50 sqm | Sqm | 30 | 5,413.5 | 1,62,405 |
| 29 | Area of slab over 0.50 sqm | Sqm | 40 | 5,136.3 | 2,05,452 |
| 30 | 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 | 40 | 1,267.95 | 50,718 |
| 31 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 20 | 3,167.95 | 63,359 |
| 32 | 300x16 mm | Each | 20 | 303.25 | 6,065 |
| 33 | 250x10 mm | Each | 20 | 115.15 | 2,303 |
| 34 | 125 mm | Each | 40 | 66.25 | 2,650 |
| 35 | 30 mm thick pre laminated PVC door shutters | Sqm | 6 | 3,663.8 | 21,982.8 |
| 36 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 600 | 117.35 | 70,410 |
| 37 | 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 | 900 | 133.7 | 1,20,330 |
| 38 | Electric resistance or induction butt welded tubes | Kg | 6000 | 194.4 | 11,66,400 |
| 39 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 10000 | 172.6 | 17,26,000 |
| 40 | 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 | 650 | 772.4 | 5,02,060 |
| 41 | Dark shade pigment using ordinary cement | Sqm | 90 | 1,119.5 | 1,00,755 |
| 42 | 25 mm thick | Sqm | 20 | 1,948.25 | 38,965 |
| 43 | 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 | 12 | 1,096.55 | 13,158.6 |
| 44 | Size of Tile 600x600 mm | Sqm | 120 | 1,553.45 | 1,86,414 |
| 45 | Size of Tile 600 x 600 mm | Sqm | 400 | 1,464.85 | 5,85,940 |
| 46 | Size of Tile 600 x 1200 mm | Sqm | 95 | 1,797.3 | 1,70,743.5 |
| 47 | Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement, all complete as per direction of Engineer-in- charge. | Sqm | 120 | 954.15 | 1,14,498 |
| 48 | Size of Tile 600x600 mm | Sqm | 80 | 1,623.05 | 1,29,844 |
| 49 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 140 | 3,186.7 | 4,46,138 |
| 50 | 75 mm diameter | Metre | 15 | 248.8 | 3,732 |
| 51 | 110 mm diameter | Metre | 265 | 377.4 | 1,00,011 |
| 52 | 75 mm | Each | 2 | 91.7 | 183.4 |
| 53 | 110 mm | Each | 2 | 136.15 | 272.3 |
| 54 | 75x75x75 mm | Each | 2 | 164.2 | 328.4 |
| 55 | 110x110x110 mm | Each | 2 | 234.15 | 468.3 |
| 56 | 75 mm bend | Each | 2 | 105.9 | 211.8 |
| 57 | 110 mm bend | Each | 2 | 150.35 | 300.7 |
| 58 | 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 | 518 | 738.65 | 3,82,620.7 |
| 59 | GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. | Sqm | 200 | 2,068.75 | 4,13,750 |
| 60 | 1:6 (1 cement: 6 fine sand) | Sqm | 550 | 383 | 2,10,650 |
| 61 | 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 | 1465 | 518.55 | 7,59,675.75 |
| 62 | 1:3 (1 cement : 3 fine sand) | Sqm | 147 | 300.45 | 44,166.15 |
| 63 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1800 | 262.7 | 4,72,860 |
| 64 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1000 | 116.9 | 1,16,900 |
| 65 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 1200 | 160.6 | 1,92,720 |
| 66 | Two or more coats on new work | Sqm | 1200 | 155.9 | 1,87,080 |
| 67 | Two coats | Sqm | 1200 | 142.8 | 1,71,360 |
| 68 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 150 | 2,434.25 | 3,65,137.5 |
| 69 | 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 | 150 | 3,551.25 | 5,32,687.5 |
| 70 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 71 | Channels, angles, tees and flats | Kg | 1000 | 2.3 | 2,300 |
| 72 | 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 | 3000 | 218.9 | 6,56,700 |
| 73 | 63 mm to 45 mm size stone aggregate | cum | 500 | 1,636.05 | 8,18,025 |
| 74 | 53 mm to 22.4 mm size stone aggregate | cum | 500 | 1,842.3 | 9,21,150 |
| 75 | Moorum | cum | 3650 | 768.25 | 28,04,112.5 |
| 76 | 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 | 1014 | 1,046.95 | 10,61,607.3 |
| 77 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 3000 | 60.5 | 1,81,500 |
| 78 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 1000 | 48.2 | 48,200 |
| 79 | 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 | 3000 | 252.15 | 7,56,450 |
| 80 | For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm. | Sqm | 3000 | 744.15 | 22,32,450 |
| 81 | 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 | 3000 | 88.55 | 2,65,650 |
| 82 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 200 | 7,993.8 | 15,98,760 |
| 83 | Cement concrete prepared with batch mixing machine | cum | 1540 | 10,529.35 | 1,62,15,199 |
| 84 | 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 | 100 | 206.3 | 20,630 |
| 85 | 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 | 200 | 747.8 | 1,49,560 |
| 86 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 40 | 2,017.6 | 80,704 |
| 87 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 1700 | 1,045.65 | 17,77,605 |
| 88 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| 89 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 6,515.55 | 13,031.1 |
| 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 | 2 | 1,550.6 | 3,101.2 |
| 91 | 32 mm dia | Each | 2 | 103.9 | 207.8 |
| 92 | 40 mm dia | Each | 2 | 116.7 | 233.4 |
| 93 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 200 | 597.75 | 1,19,550 |
| 94 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 200 | 1,301.35 | 2,60,270 |
| 95 | 20 mm nominal dia Pipes | Metre | 30 | 537.6 | 16,128 |
| 96 | 25 mm nominal dia Pipes | Metre | 20 | 355.4 | 7,108 |
| 97 | 50 mm nominal dia Pipes | Metre | 20 | 794.25 | 15,885 |
| 98 | 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 | 2000 | 11 | 22,000 |
| 99 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 6 | 125.6 | 753.6 |
| 100 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 6 | 118.5 | 711 |
| 101 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 2 | 129.9 | 259.8 |
| 102 | 125 mm nominal dia with 25 mm waste hole | Each | 4 | 51.85 | 207.4 |
| 103 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 4 | 523.8 | 2,095.2 |
| 104 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 2 | 156.9 | 313.8 |
| 105 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 4 | 111.45 | 445.8 |
| 106 | 15 mm nominal bore with 45 cm length | Each | 2 | 121.9 | 243.8 |
| 107 | 25mm nominal bore, weighing not less than 62 gms | Each | 2 | 113.35 | 226.7 |
| 108 | 250 mm diameter | Metre | 10 | 1,505.6 | 15,056 |
| 109 | 250 mm diameter S.W. pipe | Metre | 10 | 1,590.55 | 15,905.5 |
| 110 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 50 | 530.9 | 26,545 |
| 111 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 50 | 634.45 | 31,722.5 |
| 112 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 12 | 1,176.8 | 14,121.6 |
| 113 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 20 | 1,685.4 | 33,708 |
| Schedule total | ₹7,01,90,139.5 | ||||
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BidsecurityAnnexure-VIA.pdf
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FormatforAnnualcontractualturnoverAnnexure-VIB.pdf
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GCCAPRIL2022.pdf
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MOUFORJVGCCAPRIL22WITHALLACS.pdf
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AnnexureVasperACS4dt07.08.2023.pdf
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LETTEROFCREDITASMODEOFPAYMENT062018.pdf
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Safetyrules.pdf
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ProcedureforpaymentofContractorbillasperGSTImplementation_GST_290617.pdf
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PROCEDUREORDERFORENSURINGSAFETYATWORKSITE.pdf
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NOrelativecertificate.pdf
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certificateforrailwayemployeereengagement_1.pdf
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TERMINATIONCONTRACT.pdf
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ACS5GCC2022.pdf
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07.08.23ACS4.pdf
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OffloadingPartSofworkRBLetterNo2022-CE-I-CT-GCC-2020-Polociydt27Apr2022.pdf
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AnnexureVA.pdf
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ACS6GCC2022.pdf
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ACS2dt13Dec22.pdf
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ACS1GCCAPR2022.pdf
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ACS3dt26APR23.pdf
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LetterNo.2017-CE-I-CT-9date31May2023.pdf
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GCC2022CorrectionSlipNo11.pdf
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GCC2022CorrectionSlipNo9.pdf
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GCC2022CorrectionSlipNo7.pdf
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PBGPerformaforTenderdocument30Aug2025.pdf
ATTACHMENT
GCC2022CorrectionSlipNo10.pdf
ATTACHMENT
GCC2022CorrectionSlipNo8.pdf
ATTACHMENT
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