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Tender Value
₹6.2 Cr
EMD Value
₹12.3 L
Closing Date
23 Jun 2026, 3:15 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR. DEN CO
14 conditions · 2 needing a document upload
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. Note:- Audited balance sheet of the fourth previous year can be considered only when balance sheet of the previous year is yet to be prepared/ audited and it shall be certified by CA in Annexure VIB. For this purpose Standard format is attached. Non submission of Annexure VIB certificate, or submission of Annexure VIB certificate either not properly filled in, or in a format other than the prescribed format shall lead to summary rejection of your offer.
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.
Defination of Similar Work :- 'Any type of civil work viz building and structures work, pipe lines, under ground and overhead tanks, foundation treatment works in any Railway embankment /cutting, any earth work, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works'.
22 conditions · 2 needing a document upload
As per this check list mentioned in the following sub-para; Documents in prescribed format as per applicability shall be submitted duly filled & signed by the Tenderer. Non submission of these documents shall be led to summarily rejection of Bid.
Work Completion Certificate shall be submitted in reference to para 10.1 of Tender Form Second Sheet of ITT.
In case of newly formed partnership firm/existing partnership firm, if any one or more partners quit the partnership firm/existing partnership firm if any new partner(s) joins the firm without any modification in the name and PAN/TAN no. of the firm; The tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deed(s), dissolution deed(s) and proof of surrender of PAN No.(s) in case of dissolution of partnership firm(s) etc.
The original Bank Guarantee if any should be delivered in person to the official nominated i.e. Inward/outward Section before closing date for submission of bids (i.e. excluding the last date of submission of bids). Bank Guarantee Bond shall be issued from any scheduled commercial bank of India on non-judicial stamp paper as per The Stamp Act of the concerned State & should be in the name of the Executing Bank.
In case of other than Company/Proprietary firm, Annexure -V(A) shall also be submitted by each member of a Partnership Firm / Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. as the case may be.
Tender Form (First Sheet) in Standard format shall be uploaded by the tenderer. The tender form shall be purchased and submitted only in the name of the JV and not in the name of any constituent member.
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Registered Society / Registered Trust / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. The tenderer(s) shall enclose the attested copies of the constitution of their concern, and copy of PAN Card along with their tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be. Tenderer should submit Particulars of the Tenderer such as Name of the Firm, Constitution of the firm (Proprietary/Partnership firm/ LLP/Company/HUF/Society etc.), Name of Owner, Office Address, Phone No; email address, Key Person Name & Phone No; etc. along with the bid. If it is NOT mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm / Partnership firm / Joint Venture / Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender. After opening of the tender, any document pertaining to the constitution of Sole Proprietorship Firm / Partnership Firm / Registered Company/ Registered Trust / Registered Society / HUF/LLP etc. shall be neither asked nor considered, if submitted. Further, no suo moto cognizance of any document available in public domain (i.e., on internet etc.) or in Railway's record/office files etc. will be taken for consideration of the tender, if no such mention is available in tender offer submitted.
All constitutional concern documents in Standard Format shall be uploaded by the Tenderer in reference to Para 14. ii. (a to g) 17.14.1 to 5 & 18 of Tender Form Second Sheet of ITT as per applicability.
Dully witnessed POA (executed on non-judicial stamp paper of appropriate value as per Stamp Act of state concerned) shall be uploaded as per provision of POA act as per applicability.
Resolution of Board of Directors shall be signed by Two Directors/as per provision mentioned in AOA of the Company under provisions of Company Act with Company Seal & attorney to be issued as per decision made in board meeting. If any changes in constitution of Company/Partnership firm occurred, all related documents with Company Data muster/ Supplementary deed in case of Partnership Firm shall be submitted by bidder. Resolution of Board of Directors shall be signed by Two Directors/as per provision mentioned in AOA of the Company under provisions of Company Act with Company Seal & attorney to be issued as per decision made in board meeting. If any changes in constitution of Company/Partnership firm occurred, all related documents with Company Data muster/ Supplementary deed in case of Partnership Firm shall be submitted by bidder.
The facility for online verification of Bank Guarantees(BGs) through the Structural Financial Messaging system (SFMS) has been enabled. Kindly refer to the Railway Board's letter (2020/ACII/9/6/e dated 07.04.2022) details as prescribed in tender documents as well as the above cited Board letter must be incorporated into the SFMS while issuing Bank Guarantees by vendors/contractors in favour of the railway. It is mandatory if submission of BG be in form of security deposit (during tendering) as well as performance guarantees (after award of work).
For tenders having advertised value more than Rs 10 crore (ACS 11 Dated 13.03.2026) wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90days beyond the bid validity period. In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i).A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii).The original Bank Guarantee should be delivered to Chief Office Superintendent Rate before closing date for submission of bids i.e., excluding the last date of submission of bids. (ACS-5 dtd 20.10.2023). (iii)Non submission of scanned copy of Bank Guarantee with the bid on etendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv) The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v) The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi).The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii)The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii).If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
Tenderers should show discount in the rate schedule only, instead of anywhere else in the offer. Discounts not shown at designated place will be summarily ignored for assigning inter- se ranking of offers. Conditional discount will not be considered for adjudging the inter-se position i.e. rate quoted without any conditions attached (viz. Discount/ Rebates having linkages to quantity, rates payment etc.) will only be considered for evaluation purpose. In other words, discounted rates linked to quantities, rates, prompt payment etc. will be ignored for determining inter-se position. Railway, however reserves the right to use the discounted rate/ rates considered workable and appropriate, for counter offer to the successful tenderers.
All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law.
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.
1. Pune-Development of Railway Hospital at Pune under ADEN/M/Pune. 2. Maintenance of railway health unit at GPR under ADEN/M/PA 3. Modification of existing Pathology laboratory, dialysis center and physiotherapy center etc. in Divisional Railway Hospital at Pune under ADEN/M/PA. [ Making of pathway , dome shaped shed from old OPD building to Administrative building and wall for the room No 11 ii) Boundary wall of hospital behind Administrative building iii) Shed of RO plant on top floor of Administrative building iv) Covered car parking for doctors and officers at DRH Pune near new block. Minor repair of existing billing section v) Construction of dormitory on top floor of old building casualty side, for patient's relatives who are coming from out station. (04 rooms total out of which two rooms each for male and female with attached toilets and bathrooms similar to supervisor rest house with scope of kitchen facility). vi) Construction of additional toilet block for female patients in first floor of old building. vii) Shifting of O2 plant which is located in front of main entrance of the hospital to an area behind casualty.viii) Improvement to GPR medical facility. etc. ] {Re-invite}
DRM-W-PA-E-Tnd-2026-CO-14
DRM-W-PA-E-Tnd-2026-CO-14
Open
Works - General
12 Months
Pune, Maharashtra
₹0
₹12.3 L
23 Jun 2026
1 Jun 2026
9 Jun 2026
216 items across 2 schedules · ₹3,58,34,035.48 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CARRIAGE OF MATERIALS | — | — | — | — | |
| By Mechanical Transport including loading, unloading and stacking | — | — | — | — | |
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 1500 | 494.1 | 7,41,150 |
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | — | — | — | — | |
| 2 | All kinds of soil. | cum | 200 | 260.3 | 52,060 |
| Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. | — | — | — | — | |
| 3 | Ordinary rock | cum | 50 | 632.95 | 31,647.5 |
| 4 | Hard rock (blasting prohibited) | cum | 10 | 1,523.05 | 15,230.5 |
| 5 | 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 | 300 | 700.5 | 2,10,150 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 6 | 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 | 300 | 7,878.5 | 23,63,550 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 100 | 392.15 | 39,215 |
| 8 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 300 | 842.5 | 2,52,750 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 450 | 927.25 | 4,17,262.5 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 384 | 736.4 | 2,82,777.6 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 350 | 961.3 | 3,36,455 |
| 12 | Stairs, (excluding landings) except spiral- staircases | Sqm | 50 | 764.95 | 38,247.5 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 13 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 8000 | 107.85 | 8,62,800 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 14 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 20000 | 107.85 | 21,57,000 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 330 | 9,504.75 | 31,36,567.5 |
| 16 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 162 | 9,655.7 | 15,64,223.4 |
| MASONRY WORK | — | — | — | — | |
| General | — | — | — | — | |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 122 | 7,370.65 | 8,99,219.3 |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : | — | — | — | — | |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 125 | 9,344.35 | 11,68,043.75 |
| EXPOSED BRICK WALL | — | — | — | — | |
| 19 | 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 | 60 | 8,333.65 | 5,00,019 |
| CLADDING WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels | — | — | — | — | |
| Granite stone slab colour black, Cherry/Ruby red | — | — | — | — | |
| 20 | Area of slab upto 0.50 sqm | Sqm | 100 | 5,413.5 | 5,41,350 |
| 21 | Area of slab over 0.50 sqm | Sqm | 100 | 5,136.3 | 5,13,630 |
| Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer- in-Charge. | — | — | — | — | |
| 22 | Granite work | Metre | 250 | 510.95 | 1,27,737.5 |
| STONE WORK DRY CLADDING | — | — | — | — | |
| 23 | 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 | 150 | 5,015.05 | 7,52,257.5 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| FRAMES AND TRUSSES | — | — | — | — | |
| Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : | — | — | — | — | |
| Float glass panes | — | — | — | — | |
| 24 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 150 | 2,241.8 | 3,36,270 |
| Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. | — | — | — | — | |
| 25 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 90 | 3,167.95 | 2,85,115.5 |
| 26 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 90 | 462.35 | 41,611.5 |
| MISCELLANEOUS-WOOD WORK | — | — | — | — | |
| Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. | — | — | — | — | |
| 27 | With 12 mm mild steel U beading | Sqm | 90 | 939.2 | 84,528 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : | — | — | — | — | |
| 28 | 250x10 mm | Each | 90 | 441.6 | 39,744 |
| 29 | 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 | 20 | 854.65 | 17,093 |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| Providing and fixing partition upto ceiling height consisting of G.I. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet with zinc coating of 120 gms/sqm(both side inclusive),consisting of floor and ceiling channel 50mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wall with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre. The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corners (25 mm x 25mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture's specification and direction of engineer in charge all complete. | — | — | — | — | |
| 30 | 66 mm overall thickness partition using 8 mm thick double skin multipurpose cement bonded wood particle board manufactured as per IS: 14276 with suitable cement bonded board screws | Sqm | 60 | 2,034.4 | 1,22,064 |
| Providing and fixing to existing door frames. | — | — | — | — | |
| 31 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | Sqm | 55 | 4,488.95 | 2,46,892.25 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| 32 | 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 | 8000 | 133.7 | 10,69,600 |
| 33 | 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 | 55 | 11,439.6 | 6,29,178 |
| Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part1 and M.S. top cover of required thickness for rolling shutters. | — | — | — | — | |
| 34 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 35 | 3,653.2 | 1,27,862 |
| Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | — | — | — | — | |
| 35 | Hot finished welded type tubes | Kg | 12000 | 194.4 | 23,32,800 |
| Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. | — | — | — | — | |
| 36 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 600 | 172.6 | 1,03,560 |
| FLOORING | — | — | — | — | |
| TILE FLOORING | — | — | — | — | |
| Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | — | — | — | — | |
| 37 | Dark shade pigment using ordinary cement | Sqm | 200 | 1,119.5 | 2,23,900 |
| CERAMIC GLAZED TILES | — | — | — | — | |
| 38 | 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 | 150 | 1,096.55 | 1,64,482.5 |
| VITRIFIED FLOOR TILES | — | — | — | — | |
| Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | — | — | — | — | |
| 39 | Size of Tile 600x600 mm | Sqm | 550 | 1,553.45 | 8,54,397.5 |
| ROOFING | — | — | — | — | |
| SHEET ROOFING | — | — | — | — | |
| Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete : | — | — | — | — | |
| 40 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 100 | 1,863.9 | 1,86,390 |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | — | — | — | — | |
| 41 | 110 mm diameter | Metre | 150 | 377.4 | 56,610 |
| Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. | — | — | — | — | |
| 42 | 110 mm | Each | 50 | 371.3 | 18,565 |
| Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : | — | — | — | — | |
| 43 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 150 | 1,529.1 | 2,29,365 |
| 44 | 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 | 450 | 738.65 | 3,32,392.5 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 15 mm cement plaster on the rough side of single or half brick wall of mix : | — | — | — | — | |
| 45 | 1:4 (1 cement: 4 fine sand) | Sqm | 2500 | 399.45 | 9,98,625 |
| PEBBLE DASH PLASTER | — | — | — | — | |
| 46 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 400 | 262.7 | 1,05,080 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing walls with water proofing cement paint of required shade : | — | — | — | — | |
| 47 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 4000 | 116.9 | 4,67,600 |
| Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 48 | Two or more coats on new work | Sqm | 5000 | 155.9 | 7,79,500 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 49 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 100 | 2,434.25 | 2,43,425 |
| Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | — | — | — | — | |
| 50 | In cement mortar | cum | 30 | 2,060.2 | 61,806 |
| Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. | — | — | — | — | |
| 51 | For thickness of tiles 10 mm to 25 mm | Sqm | 500 | 73.4 | 36,700 |
| 52 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 70 | 2,818.9 | 1,97,323 |
| ROAD WORK | — | — | — | — | |
| ROADS | — | — | — | — | |
| 53 | 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 | 145 | 218.9 | 31,740.5 |
| Supplying and stacking at site. | — | — | — | — | |
| 54 | 90 mm to 45 mm size stone aggregate | cum | 150 | 2,098.4 | 3,14,760 |
| 55 | 63 mm to 45 mm size stone aggregate | cum | 150 | 1,636.05 | 2,45,407.5 |
| CONCRETE PAVEMENTS | — | — | — | — | |
| Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved and specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). | — | — | — | — | |
| 56 | Cement concrete prepared with batch mixing machine | cum | 195 | 10,529.35 | 20,53,223.25 |
| SANITARY INSTALLATIONS | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231,with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: | — | — | — | — | |
| 57 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 6,767.4 | 67,674 |
| Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: | — | — | — | — | |
| 58 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 10 | 2,648.85 | 26,488.5 |
| Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. | — | — | — | — | |
| 59 | 10 litre (full flush) capacity-white | Each | 10 | 2,243.75 | 22,437.5 |
| Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. | — | — | — | — | |
| 60 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | Each | 10 | 122.4 | 1,224 |
| Providing and fixing PTMT Bottle Trap for Wash basin and sink. | — | — | — | — | |
| 61 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms | Each | 10 | 375.65 | 3,756.5 |
| WATER SUPPLY | — | — | — | — | |
| PE-AL-PE COMPOSITE PRESSURE PIPE | — | — | — | — | |
| Providing and fixing Polyethylene-Aluminium- Polyethylene PE-AL-PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 degreeC, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer incharge. Concealed work, including cutting chases and making good the wall etc. | — | — | — | — | |
| 62 | 1216 (16 mm OD) pipe | Metre | 100 | 522.7 | 52,270 |
| 63 | 1620 (20 mm OD) pipe | Metre | 100 | 557.55 | 55,755 |
| 64 | 2025 (25 mm OD) pipe | Metre | 200 | 627.25 | 1,25,450 |
| Providing and fixing Polyethylene-Aluminium- Polyethylene PE-AL-PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 degreeC, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charge. ( External work ) | — | — | — | — | |
| 65 | 1216 (16 mm OD) pipe | Metre | 100 | 263.2 | 26,320 |
| 66 | 2025 (25 mm OD ) pipe | Metre | 100 | 340.85 | 34,085 |
| 67 | 4050 (50 mm OD ) pipe | Metre | 300 | 799.8 | 2,39,940 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing brass bib cock of approved quality : | — | — | — | — | |
| 68 | 15 mm nominal bore | Each | 30 | 353.25 | 10,597.5 |
| Providing and fixing brass stop cock approved quality : | — | — | — | — | |
| 69 | 15 mm nominal bore | Each | 30 | 353.25 | 10,597.5 |
| Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | — | — | — | — | |
| 70 | 50 mm nominal bore | Each | 15 | 1,026.65 | 15,399.75 |
| C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES | — | — | — | — | |
| Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : | — | — | — | — | |
| 71 | 15 mm nominal bore | Each | 10 | 318.35 | 3,183.5 |
| 72 | 25 mm nominal bore | Each | 10 | 439.25 | 4,392.5 |
| 73 | 50 mm nominal bore | Each | 15 | 823.8 | 12,357 |
| 74 | 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 |
| DRAINAGE | — | — | — | — | |
| STONE WARE PIPES AND FITTINGS | — | — | — | — | |
| Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : | — | — | — | — | |
| 75 | 300 mm dia. R.C.C. pipe | Metre | 150 | 994.3 | 1,49,145 |
| Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : | — | — | — | — | |
| Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : | — | — | — | — | |
| 76 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 12,770.55 | 1,27,705.5 |
| ALUMINIUM WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : | — | — | — | — | |
| For fixed portion | — | — | — | — | |
| 77 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 350 | 530.9 | 1,85,815 |
| For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) | — | — | — | — | |
| 78 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 450 | 634.45 | 2,85,502.5 |
| Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. | — | — | — | — | |
| 79 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 50 | 1,115.4 | 55,770 |
| NEW TECHNOLOGIES AND MATERIALS | — | — | — | — | |
| NEW TECHNOLOGY ITEMS | — | — | — | — | |
| 80 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. | Sqm | 500 | 829.75 | 4,14,875 |
| Schedule total | ₹3,21,36,695.8 | ||||
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