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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
₹5.6 Cr
EMD Value
₹11.1 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/M/Bhopal Section- A) Sant Hirdaram Nagar station- Upgradation of existing station building at Platform No. 1 including shifting of RPF office and leftover work of second entry under Amrit Bharat Station Scheme. B) Mandideep Station- Improvement of amenities at Non-Amrit NSG-5 category Mandideep station.
WCR-BPL-W-26-27-C-20-117~WCR
WCR-BPL-W-26-27-C-20-117
Open
Works - General
12 Months
Bhopal, Madhya Pradesh
₹0
₹11.1 L
15 Oct 2026
15 Oct 2026
23 Oct 2026
311 items across 4 schedules · ₹7,57,96,206.46 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 746 | 177.5 | 1,32,415 |
| 2 | Ordinary rock | cum | 190 | 498.9 | 94,791 |
| 3 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 160 | 352.15 | 56,344 |
| 4 | 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 | 364 | 196 | 71,344 |
| 5 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 200 | 17.6 | 3,520 |
| 6 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 200 | 8.95 | 1,790 |
| 7 | Beyond 30 cm girth upto and including 60 cm girth | Each | 25 | 532.35 | 13,308.75 |
| 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 | 79 | 7,878.5 | 6,22,401.5 |
| 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 | 425 | 7,294.7 | 31,00,247.5 |
| 10 | Foundations, footings, bases for columns | Sqm | 68 | 392.15 | 26,666.2 |
| 11 | 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 | 70 | 9,045.75 | 6,33,202.5 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 310 | 392.15 | 1,21,566.5 |
| 13 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 203 | 842.5 | 1,71,027.5 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2623 | 927.25 | 24,32,176.75 |
| 15 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 2246 | 736.4 | 16,53,954.4 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1260 | 961.3 | 12,11,238 |
| 17 | Stairs, (excluding landings) except spiral- staircases | Sqm | 21 | 764.95 | 16,063.95 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 25716 | 107.85 | 27,73,470.6 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 102833 | 107.85 | 1,10,90,539.05 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 180 | 9,504.75 | 17,10,855 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 862 | 9,860.4 | 84,99,664.8 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 5 | 7,370.65 | 36,853.25 |
| 23 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 181 | 9,344.35 | 16,91,327.35 |
| 24 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in- Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 83.28 | 8,333.65 | 6,94,026.37 |
| 25 | Area of slab upto 0.50 sqm | Sqm | 40 | 5,413.5 | 2,16,540 |
| 26 | Area of slab over 0.50 sqm | Sqm | 45 | 5,136.3 | 2,31,133.5 |
| 27 | Area of slab upto 0.50 sqm | Sqm | 65 | 4,170.7 | 2,71,095.5 |
| 28 | Granite work | Metre | 374 | 510.95 | 1,91,095.3 |
| 29 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 281 | 5,015.05 | 14,09,229.05 |
| 30 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 70 | 2,241.8 | 1,56,926 |
| 31 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 9 | 3,167.95 | 28,511.55 |
| 32 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 9 | 2,172.1 | 19,548.9 |
| 33 | 20 mm dia (heavy type) | Metre | 7 | 175 | 1,225 |
| 34 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 150 | 238.35 | 35,752.5 |
| 35 | 250x16 mm | Each | 30 | 193.7 | 5,811 |
| 36 | 200x10 mm | Each | 30 | 69.4 | 2,082 |
| 37 | 125 mm | Each | 30 | 39.95 | 1,198.5 |
| 38 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 30 | 983.15 | 29,494.5 |
| 39 | 250x16 mm | Each | 30 | 260.6 | 7,818 |
| 40 | 250x10 mm | Each | 30 | 115.15 | 3,454.5 |
| 41 | 125 mm | Each | 30 | 66.25 | 1,987.5 |
| 42 | Twin rubber stopper | Each | 20 | 72.35 | 1,447 |
| 43 | Extruded section profile size 48x40 mm | Metre | 19 | 270.2 | 5,133.8 |
| 44 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 8 | 3,253.8 | 26,030.4 |
| 45 | 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 | 740 | 133.7 | 98,938 |
| 46 | Hot finished welded type tubes | Kg | 4050 | 194.4 | 7,87,320 |
| 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 | 42 | 226 | 9,492 |
| 48 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 188 | 97.2 | 18,273.6 |
| 49 | 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 | 880 | 772.4 | 6,79,712 |
| 50 | 25 mm thick | Sqm | 235 | 1,948.25 | 4,57,838.75 |
| 51 | Size of Tile 600x600 mm | Sqm | 667 | 1,553.45 | 10,36,151.15 |
| 52 | Size of Tile 600 x 600 mm | Sqm | 205 | 1,464.85 | 3,00,294.25 |
| 53 | Size of Tile 600x600 mm | Sqm | 603 | 1,623.05 | 9,78,699.15 |
| 54 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 71 | 3,186.7 | 2,26,255.7 |
| 55 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 54 | 4,481.3 | 2,41,990.2 |
| 56 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 34 | 3,071.05 | 1,04,415.7 |
| 57 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 40 | 195.6 | 7,824 |
| 58 | 110 mm diameter | Metre | 124 | 377.4 | 46,797.6 |
| 59 | 110 mm | Each | 38 | 136.15 | 5,173.7 |
| 60 | 110x110x110 mm | Each | 24 | 234.15 | 5,619.6 |
| 61 | 110x110x110 mm | Each | 24 | 221.35 | 5,312.4 |
| 62 | 110 mm bend | Each | 38 | 150.35 | 5,713.3 |
| 63 | 110 mm Shoe | Each | 10 | 131.85 | 1,318.5 |
| 64 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 28 | 54.7 | 1,531.6 |
| 65 | 1:4 (1 cement: 4 fine sand) | Sqm | 6035 | 347.05 | 20,94,446.75 |
| 66 | 1:4 (1 cement: 4 fine sand) | Sqm | 1467 | 399.45 | 5,85,993.15 |
| 67 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 863 | 223.6 | 1,92,966.8 |
| 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 | 7502 | 193.7 | 14,53,137.4 |
| 69 | Two or more coats on new work | Sqm | 756 | 155.9 | 1,17,860.4 |
| 70 | 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 | 7702 | 156.05 | 12,01,897.1 |
| 71 | 3 mm thick | Sqm | 179 | 537.45 | 96,203.55 |
| 72 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 230 | 2,434.25 | 5,59,877.5 |
| 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 | 227 | 3,551.25 | 8,06,133.75 |
| 74 | In cement mortar | cum | 257 | 2,060.2 | 5,29,471.4 |
| 75 | Of area 3 sq. metres and below | Each | 50 | 367.2 | 18,360 |
| 76 | Of area beyond 3 sq. metres | Each | 5 | 502.75 | 2,513.75 |
| 77 | R.S. Joists | Kg | 300 | 3.4 | 1,020 |
| 78 | Channels, angles, tees and flats | Kg | 150 | 2.3 | 345 |
| 79 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer- in-charge. | Kg | 490 | 3.85 | 1,886.5 |
| 80 | For thickness of tiles 10 mm to 25 mm | Sqm | 100 | 73.4 | 7,340 |
| 81 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 50 | 113.35 | 5,667.5 |
| 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 | 864 | 263.95 | 2,28,052.8 |
| 83 | 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 | 2000 | 218.9 | 4,37,800 |
| 84 | 63 mm to 45 mm size stone aggregate | cum | 200 | 1,636.05 | 3,27,210 |
| 85 | 53 mm to 22.4 mm size stone aggregate | cum | 200 | 1,842.3 | 3,68,460 |
| 86 | Moorum | cum | 122 | 768.25 | 93,726.5 |
| 87 | 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 | 200 | 1,046.95 | 2,09,390 |
| 88 | Cement concrete prepared with batch mixing machine | cum | 430 | 10,529.35 | 45,27,620.5 |
| 89 | 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 | 180 | 131.75 | 23,715 |
| 90 | 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 | 75 | 2,017.6 | 1,51,320 |
| 91 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 310 | 1,045.65 | 3,24,151.5 |
| 92 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 84 | 1,091.5 | 91,686 |
| 93 | Providing and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm | 50 | 3,081.95 | 1,54,097.5 |
| 94 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 8 | 6,767.4 | 54,139.2 |
| 95 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 16 | 6,515.55 | 1,04,248.8 |
| 96 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 18 | 6,258.75 | 1,12,657.5 |
| 97 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 16 | 1,879.2 | 30,067.2 |
| 98 | 32 mm dia | Each | 14 | 119.55 | 1,673.7 |
| 99 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 7 | 1,607.95 | 11,255.65 |
| 100 | Circular shape 450 mm dia | Each | 2 | 1,479.05 | 2,958.1 |
| 101 | Rectangular shape 453x357 mm | Each | 10 | 1,361.8 | 13,618 |
| 102 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 10 | 115.3 | 1,153 |
| 103 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 2 | 14,999.15 | 29,998.3 |
| 104 | 15 mm nominal dia Pipes | Metre | 150 | 497.8 | 74,670 |
| 105 | 25 mm nominal dia Pipes | Metre | 150 | 627.25 | 94,087.5 |
| 106 | 15 mm dia nominal bore | Metre | 50 | 366.4 | 18,320 |
| 107 | 25 mm dia nominal bore | Metre | 40 | 551.7 | 22,068 |
| 108 | 50 mm dia nominal bore | Metre | 60 | 1,048.35 | 62,901 |
| 109 | 15 mm dia nominal bore | Metre | 50 | 322.15 | 16,107.5 |
| 110 | 50 mm dia nominal bore | Metre | 150 | 762.15 | 1,14,322.5 |
| 111 | 50 mm nominal bore | Each | 5 | 1,026.65 | 5,133.25 |
| 112 | 25 mm nominal bore | Each | 5 | 464.05 | 2,320.25 |
| 113 | Vertical | Each | 2 | 1,445.15 | 2,890.3 |
| 114 | 150 mm diameter | Each | 20 | 222.35 | 4,447 |
| 115 | 15 mm nominal bore | Each | 20 | 318.35 | 6,367 |
| 116 | 25 mm nominal bore | Each | 20 | 439.25 | 8,785 |
| 117 | 50 mm nominal bore | Each | 20 | 823.8 | 16,476 |
| 118 | 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 | 15000 | 11 | 1,65,000 |
| 119 | 15 mm nominal bore | Each | 25 | 506.8 | 12,670 |
| 120 | 15 mm nominal bore | Each | 15 | 820.7 | 12,310.5 |
| 121 | 15mm nominal bore | Each | 10 | 574.3 | 5,743 |
| 122 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 25 | 125.6 | 3,140 |
| 123 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 15 | 208.45 | 3,126.75 |
| 124 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 25 | 112.8 | 2,820 |
| 125 | 100 mm nominal dia | Each | 20 | 37.6 | 752 |
| 126 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 10 | 182.1 | 1,821 |
| 127 | 150 mm dia. R.C.C. pipe | Metre | 100 | 556.45 | 55,645 |
| 128 | 300 mm dia. R.C.C. pipe | Metre | 290 | 994.3 | 2,88,347 |
| 129 | 600 mm dia. R.C.C. pipe | Metre | 380 | 2,243.4 | 8,52,492 |
| 130 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 600 | 495.05 | 2,97,030 |
| 131 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 120 | 598.6 | 71,832 |
| 132 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 32 | 1,115.4 | 35,692.8 |
| 133 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 51 | 1,505.25 | 76,767.75 |
| 134 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 10 | 2,823.85 | 28,238.5 |
| 135 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in- charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 6 | 5,325.9 | 31,955.4 |
| 136 | 300 mm dia | Metre | 90 | 707.75 | 63,697.5 |
| 137 | 300 mm dia | Metre | 30 | 825.7 | 24,771 |
| 138 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 25 | 1,399.95 | 34,998.75 |
| 139 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 90 | 2,442.75 | 2,19,847.5 |
| 140 | 200 mm dia | Each | 1 | 321.15 | 321.15 |
| 141 | 200 mm clamp | Each | 1 | 2,293.65 | 2,293.65 |
| 142 | 200 mm dia | Each | 1 | 357.6 | 357.6 |
| 143 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum- smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimensional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon separator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T & P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in- | Sqm | 40 | 3,510.5 | 1,40,420 |
| 144 | Sqm | 52 | 9,502.35 | 4,94,122.2 | |
| 145 | Frame size 45 x 85 mm | Metre | 82 | 926.35 | 75,960.7 |
| 146 | 30 mm thick | Sqm | 27 | 4,764.2 | 1,28,633.4 |
| Schedule total | ₹6,30,76,801.92 | ||||
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