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Tender Value
₹10.2 Cr
EMD Value
₹20.4 L
Closing Date
28 May 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
GENERAL
25 conditions · 5 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. SPECIAL NOTE:- The balance sheet and all other financial documents attested/certified by CAs to substantiate fulfilment of Financial Eligibility Criteria should be with UDIN, failing which the offer is likely to be rejected without any further reference. (Authority: CE's letter No.- CE/G/Arb& Cont. Mgt./Tender Circular/Pt.1/317, Dated: 11:03.2025)
Financial Eligibility Criteria for JOINT VENTURE (JV): - The JV shall satisfy the requirement of "Financial Eligibility" mentioned at para 10.2 of GCC April - 2022. The "financial capacity" of the lead member of JV shall not be less than 51% of the financial eligibility criteria mentioned at para 10.2 of GCC April - 2022. The arithmetic sum of individual "financial capacity" of all the members shall be taken as JV's "financial capacity" to satisfy this requirement. Note: Contractual payment received by a Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying compliance of the above-mentioned financial eligibility criteria in the tender under consideration.
Bid Capacity: The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI (available in document tab). Bid Capacity for JV: The JV shall satisfy the requirement of "Bid Capacity" requirement mentioned at para 10.3 of GCC April - 2022 and its correction slip. The arithmetic sum of individual "Bid capacity" of all the members shall be taken as JV's "Bid capacity" to satisfy this requirement. SPECIAL NOTE:- The Bid Capacity attested/certified by CAs to substantiate fulfilment of Bid Capacity should be with UDIN, failing which the offer is likely to be rejected without any further reference.
Clarification of "Definition of Similar Work: Any civil Engineering work of 35% of tender value which comprises of any structural steel supply, fabrication and erection work."
In the present case, the cost of FOB work including structural steel is Rs.4,77,72,967.06. Accordingly, 35% of Rs.4,77,72,967.06 works out to Rs.1,67,20,538.47.
Therefore, any Civil Engineering work must involve minimum payment towards structural steel supply, fabrication, and erection work of Rs. 1,67,20,538.47 for similar nature of work for the instant tender.
140 conditions · 7 needing a document upload
Checklists for submission of documents while submitting the tender. : It shall be mandatory to submit the following documents (relevant to the nature of the firm) along with offer.
If the accepted tender value is more than 5% below the advertised tender value, the contractor shall submit an additional Performance Guarantee at the rate of 5% of the contract value. (Authirity : Advance Correction Slip No. 11 to IRS GCC April-2022)
For Partnership firm/Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc.: - Please submit a Self-certificate by attorney/authorized signatory/each member of Partnership firm/Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. in the prescribed format as Annexure-V(A). Non submission of the certificate, or submission of certificate either not properly filled in, or in a format other than the prescribed format shall lead to summary rejection of your offer.
Fulfillment of Standard Technical and Financial Criteria as per tender documents.
(a) Sole Proprietorship Firm: (i) All documents in terms of Para 10 of the Tender Form (Second Sheet) IRSGCC April-2022.
(b) HUF: (i) A copy of notarized affidavit on Stamp Paper declaring that he who is submitting the tender on behalf of HUF is in the position of 'Karta' of Hindu Undivided Family (HUF) and he has the authority, power and consent given by other members to act on behalf of HUF. (ii) All other documents in terms of Para 10 of the Tender Form (Second Sheet) IRSGCC April-2022.
(c) Partnership Firm: The following documents shall be submitted by the partnership firm, with the tender: (i) A notarized copy of the Partnership Deed or a copy of the Partnership deed registered with the Registrar. (ii) A notarized or registered copy of Power of Attorney in favour of the individual to tender for the work, sign the agreement etc. and create liability against the firm. (iii) An undertaking by all partners of the partnership firm that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP in which they were / are partners/members. Any Concealment / wrong information in regard to above shall make the bid ineligible or the contract shall be determined under Clause 62 of the Standard General Conditions of Contract. (iv) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of IRSGCC April-2022.
(d) Joint Venture (JV) (If applicable): The tenderer shall submit all documents as mentioned in para 17 of the Tender Form (Second Sheet) of IRSGCC April-2022.
(e) Company registered under Companies Act 2013: (i) The copies of MOA (Memorandum of Association) / AOA (Articles of Association) of the company (ii) A copy of Certificate of Incorporation (iii) A copy of Authorization/Power of Attorney issued by the Company (backed by the resolution of Board of Directors) in favour of the individual to sign the tender on behalf of the company and create liability against the company. (iv) All other documents in terms Para 10 of the Tender Form (Second Sheet) of IRSGCC April-2022.
(f) LLP (Limited Liability Partnership): (i)A copy of LLP Agreement (ii)A copy of Certificate of Incorporation (iii) A copy of Power of Attorney/Authorization issued by the LLP in favour of the individual to sign the tender on behalf of the LLP and create liability against the LLP. (iv) An undertaking by all partners of the LLP that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP or JV in which they were / are partners/members. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the Standard General Conditions of Contract. (v) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of IRSGCC April- 2022.
(g) Registered Society & Registered Trust: (i)A copy of Certificate of Registration (ii)A copy of Memorandum of Association of Society/Trust Deed (iii) A copy of Power of Attorney in favour of the individual to sign the tender documents and create liability against the Society/Trust. (iv) A copy of Rules & Regulations of the Society (v) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of IRSGCC April-2022.
Declaration regarding Retd Railway Employee.
PAN
GST REGISTRATION
EPF REGISTRATION (IF APPLICABLE)
Bid Security as Bank Guarantee Bond from a scheduled commercial bank of India . The Bank Guarantee Bond shall be as per Annexure VIA (AVAILABLE IN GCC APRIL 2022 WHICH IS UPLOADED IN DOCUMENT TAB) and shall be valid for a period of 90 days beyond the bid validity period. The original Bank Guarantee should be delivered to officials of Engineering Tender cell/ RNC, before closing date for submission of bids (i.e. excluding the last date of submission of bids). Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. Bank Guarantee Bond should be with following details:-
1.15.1 Acting through - DRM(Engg.), South Eastern Railway, Ranchi.
Beneficiary: FA & CAO, South Eastern Railway, Garden Reach, 1.15.2 Kolkata.
Duly filled and signed Annexure VIB (AVAILABLE IN GCC APRIL 2022 WHICH IS UPLOADED IN DOCUMENT TAB) ) duly supported by Audited Balance Sheet duly certified by the Chartered Accountant. (for work costing more than 50 lakhs )
Technical Eligibility Criteria (for work costing more than 50 lakhs).
BID CAPACITY:- For tenders having advertised value more than Rs 10 crore.
Joint Venture (JV):- For tenders having advertised value more than Rs 10 crore.
Commercial-Compliance:-
Tenderer must have valid PF code number. Tenderer should upload document with respect to valid PF code number . Bill will be cleared only after verification of PF challan paid for previous month among all other statutory dues by the contractor/establishment.
Tenderers are required to upload copy of Permanent Account Number & GST.
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.
Replacement of old FOB by new 6.10m wide FOB at Jhalida Station in MURI - KSX Section, Construction of Boundary wall at approaches of RNC, NKM & TIS stations to prevent trespassing & chances of encroachment and Construction of Community Hall at MURI Settlement in Ranchi division.
DRMENGGRNC-36-2026
DRMENGGRNC-36-2026
Open
Works - General
12 Months
Ranchi, Jharkhand
₹0
₹20.4 L
28 May 2026
6 May 2026
14 May 2026
161 items across 3 schedules · ₹9,34,46,068.85 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 3km | cum | 98 | 219.03 | 21,464.94 |
| 2 | 3km | cum | 850 | 273.79 | 2,32,721.5 |
| 3 | 3km | Tonne | 32 | 194.7 | 6,230.4 |
| 4 | All kinds of soil | cum | 50 | 177.5 | 8,875 |
| 5 | All kinds of soil. | cum | 949 | 260.3 | 2,47,024.7 |
| 6 | 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 | 100 | 196 | 19,600 |
| 7 | 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 | 270 | 700.5 | 1,89,135 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 156 | 2,123.75 | 3,31,305 |
| 9 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 750 | 310.05 | 2,32,537.5 |
| 10 | 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 | 5 | 8,340.85 | 41,704.25 |
| 11 | 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 | 141 | 7,878.5 | 11,10,868.5 |
| 12 | 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 | 25 | 7,294.7 | 1,82,367.5 |
| 13 | 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 | 9,895.2 | 49,476 |
| 14 | Foundations, footings, bases for columns | Sqm | 60 | 392.15 | 23,529 |
| 15 | 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 | 485 | 9,045.75 | 43,87,188.75 |
| 16 | 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 | 158 | 10,852.95 | 17,14,766.1 |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1884 | 392.15 | 7,38,810.6 |
| 18 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 20 | 842.5 | 16,850 |
| 19 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 60 | 927.25 | 55,635 |
| 20 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1635 | 736.4 | 12,04,014 |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 2393 | 961.3 | 23,00,390.9 |
| 22 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 60 | 951.1 | 57,066 |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 72390 | 107.85 | 78,07,261.5 |
| 24 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 14700 | 107.85 | 15,85,395 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 75 | 9,504.75 | 7,12,856.25 |
| 26 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 98 | 9,860.4 | 9,66,319.2 |
| 27 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 57 | 733.5 | 41,809.5 |
| 28 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 25 | 7,370.65 | 1,84,266.25 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 433 | 7,132.25 | 30,88,264.25 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 801 | 9,105.95 | 72,93,865.95 |
| 31 | Area of slab upto 0.50 sqm | Sqm | 10 | 5,413.5 | 54,135 |
| 32 | Area of slab over 0.50 sqm | Sqm | 12 | 5,136.3 | 61,635.6 |
| 33 | 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 | 150 | 1,267.95 | 1,90,192.5 |
| 34 | 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 | 60 | 5,015.05 | 3,00,903 |
| 35 | Second class teak wood | cum | .5 | 1,42,949.7 | 71,474.85 |
| 36 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 2,392.65 | 59,816.25 |
| 37 | On one side only | Sqm | 25 | 478 | 11,950 |
| 38 | 300x16 mm | Each | 15 | 216.55 | 3,248.25 |
| 39 | 250x16 mm | Each | 10 | 193.7 | 1,937 |
| 40 | 250x10 mm | Each | 15 | 83.9 | 1,258.5 |
| 41 | 150x10 mm | Each | 10 | 59.45 | 594.5 |
| 42 | 125 mm | Each | 15 | 39.95 | 599.25 |
| 43 | 75 mm | Each | 10 | 29.7 | 297 |
| 44 | 125x64x1.90 mm | Each | 18 | 118.2 | 2,127.6 |
| 45 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 5 | 854.65 | 4,273.25 |
| 46 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 25 | 1,124.85 | 28,121.25 |
| 47 | Twin rubber stopper | Each | 25 | 72.35 | 1,808.75 |
| 48 | Second class teak wood | Sqm | 12 | 5,217.65 | 62,611.8 |
| 49 | With 12 mm mild steel U beading | Sqm | 20 | 1,228 | 24,560 |
| 50 | Using R2 series with frame (70 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 20 | 8,748.35 | 1,74,967 |
| 51 | Using R3 series with frame (98 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system (Height upto 1.8 metre). | Sqm | 20 | 8,543.6 | 1,70,872 |
| 52 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 7 | 8,247.25 | 57,730.75 |
| 53 | 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 | 1375 | 133.7 | 1,83,837.5 |
| 54 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 9 | 11,439.6 | 1,02,956.4 |
| 55 | Hot finished welded type tubes | Kg | 77500 | 194.4 | 1,50,66,000 |
| 56 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 320 | 97.2 | 31,104 |
| 57 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1200 | 172.6 | 2,07,120 |
| 58 | 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 | 2600 | 772.4 | 20,08,240 |
| 59 | 1:6 (1cement : 6 coarse sand) | Sqm | 725 | 965.55 | 7,00,023.75 |
| 60 | 18 mm thick | Sqm | 25 | 662.05 | 16,551.25 |
| 61 | Dark shade pigment using ordinary cement | Sqm | 850 | 1,119.5 | 9,51,575 |
| 62 | Size of Tile 600 x 600 mm | Sqm | 180 | 1,502.75 | 2,70,495 |
| 63 | Size of Tile 600 x 1200 mm | Sqm | 160 | 1,798.8 | 2,87,808 |
| 64 | Size of Tile 800 x 800 mm | Sqm | 90 | 1,728.8 | 1,55,592 |
| 65 | Size of Tile 600 x 600 mm | Sqm | 50 | 1,464.85 | 73,242.5 |
| 66 | Size of Tile 600x600 mm | Sqm | 30 | 1,623.05 | 48,691.5 |
| 67 | Providing and laying full body vitrified tile in floor of minimum thickness 15 mm with water absorption less than 0.06% and confirming to IS:15622, of approved make , brand and manufacturer , laid on 20 mm thick base cement mortar 1:4 (1 cement 4 coarse sand ) jointing with grey cement slurry @3.30 kg/sqm including grouting the joints with white cement and matching pigments etc. The slab must be cut with zero chipping diamond cutter only . Laying of slab will be done with the help of notch trowel , wedge , clips of required thickness , vacuum cups for lifting , leveling system and rubber mallet for placing the slab gently and easily. Size of tile 800 x2400 mm of all colors and shades | Sqm | 120 | 3,623.95 | 4,34,874 |
| 68 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 60 | 4,481.3 | 2,68,878 |
| 69 | Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871)roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. | Sqm | 145 | 536.4 | 77,778 |
| 70 | 75 mm diameter | Metre | 30 | 248.8 | 7,464 |
| 71 | 110 mm diameter | Metre | 120 | 377.4 | 45,288 |
| 72 | 75 mm | Each | 6 | 91.7 | 550.2 |
| 73 | 110 mm | Each | 12 | 136.15 | 1,633.8 |
| 74 | 75x75x75 mm | Each | 4 | 164.2 | 656.8 |
| 75 | 110x110x110 mm | Each | 12 | 234.15 | 2,809.8 |
| 76 | 75 mm bend | Each | 12 | 105.9 | 1,270.8 |
| 77 | 110 mm bend | Each | 32 | 150.35 | 4,811.2 |
| 78 | 110 mm Shoe | Each | 18 | 131.85 | 2,373.3 |
| 79 | 75 mm | Each | 8 | 369.85 | 2,958.8 |
| 80 | 110 mm | Each | 30 | 371.3 | 11,139 |
| 81 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 400 | 1,355.8 | 5,42,320 |
| 82 | 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 | 1540 | 738.65 | 11,37,521 |
| 83 | Ridges plain (500 - 600mm) | Metre | 336 | 532.35 | 1,78,869.6 |
| 84 | 1:6 (1 cement: 6 fine sand) | Sqm | 840 | 333.35 | 2,80,014 |
| 85 | 1:6 (1 cement: 6 fine sand) | Sqm | 8730 | 383 | 33,43,590 |
| 86 | 1:3 (1 cement : 3 fine sand) | Sqm | 70 | 300.45 | 21,031.5 |
| 87 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 840 | 262.7 | 2,20,668 |
| 88 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 7880 | 116.9 | 9,21,172 |
| 89 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 600 | 181.25 | 1,08,750 |
| 90 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 40 | 226.25 | 9,050 |
| 91 | Two or more coats on new work | Sqm | 620 | 146.8 | 91,016 |
| 92 | 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 | 670 | 156.05 | 1,04,553.5 |
| 93 | Two coats | Sqm | 910 | 142.8 | 1,29,948 |
| 94 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 910 | 73.95 | 67,294.5 |
| 95 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 48 | 2,434.25 | 1,16,844 |
| 96 | 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 | 50 | 3,551.25 | 1,77,562.5 |
| 97 | Channels, angles, tees and flats | Kg | 1500 | 2.3 | 3,450 |
| 98 | 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 | 30500 | 5.65 | 1,72,325 |
| 99 | G.S. Sheet | Sqm | 320 | 164.95 | 52,784 |
| 100 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 120 | 1,045.65 | 1,25,478 |
| 101 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 6,767.4 | 27,069.6 |
| 102 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 6,515.55 | 19,546.65 |
| 103 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 6 | 6,258.75 | 37,552.5 |
| 104 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 8 | 2,301.75 | 18,414 |
| 105 | 510x1040 mm bowl depth 250 mm | Each | 1 | 6,945.6 | 6,945.6 |
| 106 | 40 mm dia | Each | 9 | 119.55 | 1,075.95 |
| 107 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 9 | 53.25 | 479.25 |
| 108 | Rectangular shape 453x357 mm | Each | 2 | 1,361.8 | 2,723.6 |
| 109 | Rectangular shape 1500x450 mm | Each | 4 | 2,093 | 8,372 |
| 110 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 2 | 231.95 | 463.9 |
| 111 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 4 | 708.95 | 2,835.8 |
| 112 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. | Each | 4 | 713.2 | 2,852.8 |
| 113 | 20 mm nominal dia Pipes | Metre | 20 | 335 | 6,700 |
| 114 | 25 mm nominal dia Pipes | Metre | 25 | 401.55 | 10,038.75 |
| 115 | 32 mm nominal dia Pipes | Metre | 45 | 518.75 | 23,343.75 |
| 116 | 20 mm nominal dia Pipes | Metre | 60 | 537.6 | 32,256 |
| 117 | 25 mm nominal dia Pipes | Metre | 25 | 627.25 | 15,681.25 |
| 118 | 32 mm nominal dia Pipes | Metre | 15 | 438.6 | 6,579 |
| 119 | 50 mm nominal dia Pipes | Metre | 46 | 794.25 | 36,535.5 |
| 120 | 65 mm nominal dia Pipes | Metre | 20 | 1,674.4 | 33,488 |
| 121 | 32 mm nominal bore. | Each | 10 | 689.6 | 6,896 |
| 122 | 100 mm diameter | Each | 3 | 193.95 | 581.85 |
| 123 | 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 | 5000 | 11 | 55,000 |
| 124 | 15 mm nominal bore | Each | 12 | 506.8 | 6,081.6 |
| 125 | 15 mm nominal bore | Each | 4 | 820.7 | 3,282.8 |
| 126 | 15mm nominal bore | Each | 26 | 574.3 | 14,931.8 |
| 127 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 16 | 74.8 | 1,196.8 |
| 128 | 100 mm nominal dia | Each | 8 | 37.6 | 300.8 |
| 129 | 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 | 8 | 111.45 | 891.6 |
| 130 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 26,861.9 | 53,723.8 |
| 131 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 40 | 1,505.25 | 60,210 |
| 132 | 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 | 12 | 5,325.9 | 63,910.8 |
| 133 | Frame size 50 x 100 mm | Metre | 30 | 947.7 | 28,431 |
| 134 | 30 mm thick | Sqm | 20 | 4,346.7 | 86,934 |
| Schedule total | ₹6,55,82,003.59 | ||||
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