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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
₹4.3 Cr
EMD Value
₹8.6 L
Closing Date
6 Nov 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
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 42 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
24 conditions · 3 needing a document upload
The 'Class-I local supplier/ 'Class-Il local supplier' shall be required to indicate 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. Format for submission of local content is attached as Annexure-E. In case of works costing more than Rs 10 crore, "Class-I local supplier/ 'Class-II local supplier' shall be required to provide a certificate from the statutory auditor or cost auditor of the company (in the case of companies) or from a practicing cost accountant or practicing chartered accountant (in respect of suppliers other than companies) giving the percentage of local content. ( Click here to download Format)
"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.
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, 11 and 12 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, 13.03.2026 and 12.08.2026 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.
ADEN/Vidisha Section- A) Vidisha- Upgradation of second entry including circulating area, parking area & waiting hall and left over work under Amrit Bharat Station Scheme. B) Ganjbasoda- Upgradation of second entry and left over work of main circulating area at Platform No. 1 side under Amrit Bharat Station Scheme.
WCR-BPL-W-26-27-C-21-118~WCR
WCR-BPL-W-26-27-C-21-118
Open
Works - General
12 Months
Bhopal, Madhya Pradesh
₹0
₹8.6 L
15 Oct 2026
15 Oct 2026
23 Oct 2026
293 items across 4 schedules · ₹5,96,32,126.53 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | Sqm | 762 | 129.85 | 98,945.7 |
| 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 | 530 | 700.5 | 3,71,265 |
| 3 | 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 | 82.6 | 8,340.85 | 6,88,954.21 |
| 4 | 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 | 282.6 | 7,294.7 | 20,61,482.22 |
| 5 | Foundations, footings, bases for columns | Sqm | 28.8 | 392.15 | 11,293.92 |
| 6 | 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 | 364 | 9,045.75 | 32,92,653 |
| 7 | 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 | 114.36 | 10,852.95 | 12,41,143.36 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 821.36 | 392.15 | 3,22,096.32 |
| 9 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 192 | 842.5 | 1,61,760 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 523.16 | 927.25 | 4,85,100.11 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 396.8 | 736.4 | 2,92,203.52 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 90 | 961.3 | 86,517 |
| 13 | Stairs, (excluding landings) except spiral- staircases | Sqm | 18 | 764.95 | 13,769.1 |
| 14 | Arches, domes, vaults up to 6 m span | Sqm | 20 | 2,154.35 | 43,087 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 26766.6 | 107.85 | 28,86,777.81 |
| 16 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | Sqm | 2206 | 300.45 | 6,62,792.7 |
| 17 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 196 | 78.4 | 15,366.4 |
| 18 | Extra for laying reinforced cement concrete in or under water and/ or liquid mud, including cost of pumping or bailing out water and removing slush etc., complete. | cum | 103.59 | 1,098.8 | 1,13,824.69 |
| 19 | From ground level upto plinth level | cum | 42.24 | 6,339.2 | 2,67,767.81 |
| 20 | Above plinth level upto floor V level | cum | 230 | 8,312.9 | 19,11,967 |
| 21 | Area of slab upto 0.50 sqm | Sqm | 27.25 | 5,413.5 | 1,47,517.88 |
| 22 | Area of slab over 0.50 sqm | Sqm | 37.25 | 5,136.3 | 1,91,327.18 |
| 23 | Granite work | Metre | 215 | 510.95 | 1,09,854.25 |
| 24 | Wall lining butch work upto 10m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer- in-charge. | Sqm | 40 | 3,135 | 1,25,400 |
| 25 | White sand stone - 30 mm thick gang saw cut stone | Sqm | 48 | 3,040.1 | 1,45,924.8 |
| 26 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 15.12 | 3,167.95 | 47,899.4 |
| 27 | 25 mm dia (heavy type) | Metre | 8 | 186.4 | 1,491.2 |
| 28 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 8 | 121.65 | 973.2 |
| 29 | 250x16 mm | Each | 16 | 260.6 | 4,169.6 |
| 30 | 250x10 mm | Each | 16 | 115.15 | 1,842.4 |
| 31 | 125 mm | Each | 16 | 66.25 | 1,060 |
| 32 | Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm & above) x (85mm & above). (Height above 2.5 meter). | Sqm | 16 | 7,732.85 | 1,23,725.6 |
| 33 | 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 | 1000 | 117.35 | 1,17,350 |
| 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 | 2000 | 133.7 | 2,67,400 |
| 35 | Hot finished welded type tubes | Kg | 8000 | 194.4 | 15,55,200 |
| 36 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1500 | 172.6 | 2,58,900 |
| 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 | 350 | 772.4 | 2,70,340 |
| 38 | 4.0 mm thick glass panes | Sqm | 34.56 | 1,064.65 | 36,794.3 |
| 39 | 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 | 350 | 2,354.7 | 8,24,145 |
| 40 | Red sand stone | Sqm | 200 | 1,280.1 | 2,56,020 |
| 41 | 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 | 60 | 1,096.55 | 65,793 |
| 42 | Size of Tile 800 x 800 mm | Sqm | 476 | 1,534.85 | 7,30,588.6 |
| 43 | Size of Tile 800x800 mm | Sqm | 476 | 244.75 | 1,16,501 |
| 44 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 187.2 | 4,481.3 | 8,38,899.36 |
| 45 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 134.4 | 3,071.05 | 4,12,749.12 |
| 46 | 12 mm thick | Sqm | 240 | 966.6 | 2,31,984 |
| 47 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 48 | 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 | 750 | 738.65 | 5,53,987.5 |
| 49 | Ridges plain (500 - 600mm) | Metre | 750 | 532.35 | 3,99,262.5 |
| 50 | Gutter (600 mm over all girth) | Metre | 30 | 1,313.7 | 39,411 |
| 51 | 1:4 (1 cement: 4 fine sand) | Sqm | 3094 | 347.05 | 10,73,772.7 |
| 52 | 1:3 (1 cement: 3 fine sand) | Sqm | 483.84 | 439.25 | 2,12,526.72 |
| 53 | 1:3 (1 cement : 3 fine sand) | Sqm | 714 | 300.45 | 2,14,521.3 |
| 54 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3808 | 262.7 | 10,00,361.6 |
| 55 | 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 | 4950.4 | 193.7 | 9,58,892.48 |
| 56 | Two or more coats on new work | Sqm | 700 | 155.9 | 1,09,130 |
| 57 | 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 | 180 | 269.15 | 48,447 |
| 58 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 200 | 2,434.25 | 4,86,850 |
| 59 | In cement mortar | cum | 40 | 2,060.2 | 82,408 |
| 60 | Channels, angles, tees and flats | Kg | 250 | 2.3 | 575 |
| 61 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 500 | 5.65 | 2,825 |
| 62 | G.S. Sheet | Sqm | 150 | 164.95 | 24,742.5 |
| 63 | 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 | 240 | 263.95 | 63,348 |
| 64 | 53 mm to 22.4 mm size stone aggregate | cum | 200 | 1,842.3 | 3,68,460 |
| 65 | Moorum | cum | 200 | 768.25 | 1,53,650 |
| 66 | 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 | 400 | 1,046.95 | 4,18,780 |
| 67 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in- Charge. | per cm depth per cm width per metre length | 6000 | 8.65 | 51,900 |
| 68 | 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 | 405 | 747.8 | 3,02,859 |
| 69 | Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti- rust and anti theft steel to be installed as per direction of Engineer-in-charge. | Each | 100 | 904.2 | 90,420 |
| 70 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). | cum | 160 | 9,823.8 | 15,71,808 |
| 71 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | Sqm | 150 | 131.75 | 19,762.5 |
| 72 | 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 | 90 | 2,017.6 | 1,81,584 |
| 73 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 875 | 1,091.5 | 9,55,062.5 |
| 74 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 6 | 6,767.4 | 40,604.4 |
| 75 | W.C. pan with ISI marked black solid plastic seat and lid | Each | 3 | 6,383.25 | 19,149.75 |
| 76 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 4 | 6,258.75 | 25,035 |
| 77 | White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar tap | Each | 4 | 2,226.35 | 8,905.4 |
| 78 | 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 |
| 79 | 32 mm dia | Each | 7 | 103.9 | 727.3 |
| 80 | Rectangular shape 1500x450 mm | Each | 5 | 2,093 | 10,465 |
| 81 | C.P. brass | Each | 5 | 803.7 | 4,018.5 |
| 82 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 5 | 673.4 | 3,367 |
| 83 | 15 mm dia nominal bore | Metre | 70 | 322.15 | 22,550.5 |
| 84 | 25 mm dia nominal bore | Metre | 120 | 467.75 | 56,130 |
| 85 | 32 mm dia nominal bore | Metre | 180 | 540.3 | 97,254 |
| 86 | 50 mm dia nominal bore | Metre | 250 | 762.15 | 1,90,537.5 |
| 87 | 15 mm nominal bore | Each | 50 | 353.25 | 17,662.5 |
| 88 | 15 mm nominal bore | Each | 50 | 353.25 | 17,662.5 |
| 89 | 25 mm nominal bore | Each | 5 | 622.4 | 3,112 |
| 90 | 50 mm nominal bore | Each | 5 | 1,026.65 | 5,133.25 |
| 91 | 15 mm nominal bore | Each | 4 | 406.85 | 1,627.4 |
| 92 | 20 mm nominal bore | Each | 5 | 462.5 | 2,312.5 |
| 93 | 25 mm nominal bore | Each | 5 | 464.05 | 2,320.25 |
| 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 | 20000 | 11 | 2,20,000 |
| 95 | 15 mm nominal bore, 80 mm long, weighing not less than 46 gms | Each | 100 | 95.75 | 9,575 |
| 96 | 300 mm dia. R.C.C. pipe | Metre | 50 | 994.3 | 49,715 |
| 97 | 600 mm dia. R.C.C. pipe | Metre | 70 | 2,243.4 | 1,57,038 |
| 98 | 300 mm dia piles | Metre | 315 | 3,065.6 | 9,65,664 |
| 99 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 495.05 | 24,752.5 |
| 100 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 598.6 | 29,930 |
| 101 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 46.33 | 8,042.3 | 3,72,599.76 |
| 102 | Providing & Applying polymer modified, flexible cementitious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementitious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementitious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in- Charge. | Sqm | 926.5 | 447.35 | 4,14,469.78 |
| 103 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2 mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi- metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T& P,scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors,SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. | Sqm | 24 | 9,502.35 | 2,28,056.4 |
| 104 | With 16 mm thick bevelled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.60) | Sqm | 40 | 2,333.6 | 93,344 |
| 105 | Frame size 50 x 100 mm | Metre | 54 | 947.7 | 51,175.8 |
| 106 | 30 mm thick | Sqm | 25.2 | 4,346.7 | 1,09,536.84 |
| 107 | With 24 mm thickness (+/- 10%) terracotta tiles of other than grey colors | Sqm | 30.6 | 5,842.5 | 1,78,780.5 |
| Schedule total | ₹3,47,69,963.84 | ||||
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PublicProcurementOrder.pdf
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SpecialConditionsforbuildingwork.pdf
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