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Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
18 May 2026, 3:00 pmClosed
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
TENDERS
20 conditions · 9 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 of GCC (along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Regarding average annual contractual turnover, The tenderers shall submit Annexure-VIB of GCC as per proforma available in GCC/Tender Document Part A to C.
Note: Client certificate from other than Govt Organization should be duly supported by Form 16A/26AS generated through TRACES of Income Tax Department of India
The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-XVII for the works costing more than Rs.20.00 crores as per special conditions of tender document part A to C.
(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: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender.
(b) (i) 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: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender.
(i): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components.
Tenderers participated as JV firms for the tender costing more than Rs.10.00 crores should fulfill the Eligibility criteria of the special conditions of tender document part A to C
Definition of similar work - "Any Civil Engineering Works"
65 conditions · 10 needing a document upload
All bidders are hereby informed that for the purpose of submission of Bank Guarantees in connection with Earnest Money/Bid Security, Performance Guarantee/Security, Bank Guarantees towards Advances, Security deposits, etc. shall be accepted from all Scheduled Commercial Bank of India as mentioned in the Tender Document, except those issued by Indian Overseas Bank. The Bids/offers accompanied with Bank Guarantees issued by Indian Overseas Bank shall be summarily rejected. This has the approval of competent authority ".
The tenderers shall submit a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-XIIA or VA of GCC. Non submission of above certificate by the bidder shall result in summarily rejection of his /their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested by which they/he is qualifying the Qualifying criteria mentioned in the Tender Document.
(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 in person to the official nominated as indicated in the tender document within 5 working days before closing date for submission of bids. (iii). 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
Annexure IX Details of Bank Particulars.
Annexure XII Form -JV-1 Format for Power of Attorney for Authorised Signatory (if applicable in original or attested copy).
Annexure XIII Form -JV-2 Format for Power of Attorney to lead partner (if applicable in original or attested copy).
Annexure -XIV Form - JV-3 Format for Draft M.O.U. (if applicable).
Annexure XV Form - JV -4 Draft format for Agreement (in the required proforma in original if applicable).
Annexure-III Constitution of the Firm with required document copies i.e., Joint Venture / Partnership Deed(s), Incorporation of Company etc.,
The accepted rates should be deemed to include all taxes direct or indirect including Income Tax leviable under Central/State or Local Bodies Act or Rules.
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in clause-37 of the IRSGCC for the completion of works to the entire satisfaction of the Engineer.
Tenderers will examine the various provisions of The Central Goods and Services Tax Act, 2017(CGST)/Integrated Goods and Services Tax Act, 2017(IGST)/Union Territory Goods and Services Tax Act, 2017 (UTGST)/respective state's State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt & as amended from time to time and applicable taxes before bidding. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates.
The successful tenderer who is liable to be registered under CGST/IGST/UTGST/SGST Act, shall submit GSTIN along with other details required under CGST/IGST/UTGST/SGST Act to Railway immediately after the award of contract, without which no payment shall be released to the Contractor. The Contractor shall be responsible for deposition of applicable GST to the concerned authority.
In case the successful tenderer is not liable to be registered under CGST/IGST/UTGST/SGST Act, the Railway shall deduct the applicable GST from his/their bills under reverse charge mechanism (RCM) and deposit the same to the concerned authority.
Annexure IX Details of Bank Particulars.
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.
The tenderer should upload an affidavit for verification of credentials enclosed as Annexure XII. The original affidavit should be submitted to the office concerned within five days from the date of opening of the tender. Non submission of the affidavit through online as well as original by the tenderer shall result in rejection of his/their offer.
Tenderers shall hold the offer open for acceptance for a minimum period of 45 days from the date of opening of the tender.
If the date of opening of tender is declared a holiday at a later date, the tenders will be opened on the next working day.
Tenderers must upload details of all works on hand with them in Railways, other public sector undertakings and private sector undertakings in the proforma (ANNEXURE-IV) while submitting their offers.
All terms and conditions in the tender documents are binding on the tenderers. Manual tenders sent by Post/FAX/Courier or in Person SHALL NOT BE ACCEPTED.
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in clause-37 of the IRSGCC for the completion of works to the entire satisfaction of the Engineer.
The tenderers are advised to visit the site of work in their own interest and acquaint themselves with the site conditions and expected quantum of work. Tenderer should refer for Special Conditions General & Technical, which are attached to the tender document in Documents attached to the tender. These special conditions form part of the tender document and will supplement to the conditions of tender already submitted by the tenderer, IRSGCC along with updated correction slips, IRUSSR. Where are provisions of these special conditions are at variance with IRSGCC and other documents mentioned above, these Special Conditions shall prevail.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderers may note that the Railway reserves its right to either accept or reject any Bid/s without assigning any reasons whatsoever and tenderers shall have no claims on this account.
All documents in support of fulfillment of eligibility criteria should be uploaded along with the tender. Tenders without documentary evidence in support of eligibility criteria will be summarily rejected. No post tender correspondence will be permitted and the tender shall be decided based on the documents submitted/attached with the offer only. However Railway reserves the right to verify/seek for any clarification on the documents/credentials already submitted by the tenderer along with the offer.
Contractor shall at all times keep the railway administration indemnified against all penalties that may be imposed by the Govt. of India or State Govt. for infringements or any of the clauses of the mines act and rules made there under in respect of quarries from which the ballast for these works is procured.
The contractor shall be responsible for the observance of the rules and regulations under the mines act and mineral rules and Indian Metallurgical rules and regulations of State/Central Govt. concerned as amended from time to time.
IF THE TENDERER/S DELIBERATELY GIVES WRONG INFORMATION/ CREDENTIALS/DOCUMENTS IN HIS/THEIR TENDERS AND THEREBY CREATE S CIRCUMSTANCES FOR ACCEPTANCE OF HIS/THEIR TENDER, RAILWAY RESERVES THE RIGHT TO TERMINATE THE CONTRACT AT ANY STAGE, BESIDES, BANNING OF BUSINESS FOR TWO YEARS ON ENTIRE IR.
Contact Person's: Dy.CE-I/CN/MAS Mob. No. 9003145240, Dy.CE-II/CN/MAS Mob. No. 9003145254 & Dy.CE/CN/Works/MS Mob. No.9003145207
Beneficiary details: President of India acting through The FINANCIAL ADVISOR AND CHIEF ACCOUNTS OFFICER, CONSTRUCTION, SOUTHERN RAILWAY, CHENNAI-600 008
Contract Signing Authority: President of India acting through The DEPUTY CHIEF ENGINEER-I/II (CONSTRUCTION), SOUTHERN RAILWAY, CHENNAI
"All bidders are hereby informed that for the purpose of submission of Bank Guarantees in connection with Earnest Money/Bid Security, Performance Guarantee/Security, Bank Guarantees towards Advances, Security deposits, etc. shall be accepted from all Scheduled Commercial Bank of India as mentioned in the Tender Document, except those issued by Indian Overseas Bank. The Bids/offers accompanied with Bank Guarantees issued by Indian Overseas Bank shall be summarily rejected. This has the approval of competent authority "
GST: It may please be noted that the supplier of Goods and/or services for the said tender/agreement, would be subject to GST Act and rules as applicable from time to time.
The option of payment through Letter of Credit has been enabled for all tenders whose value is equal to or greater than Rs.10 Lacs. Necessary instructions/conditions are incorporated as condition No.67 in the tender document part A to C.
PROPOSED REPAIR AND RENOVATION WORKS AT CAO/CN/MS OFFICE COMPLEX & DY CE/CN/MAS OFFICE,AYANAVARAM,CHENNAI
DYCE-CN-MAS-04-2026
DYCE-CN-MAS-04-2026
Open
Works - General
12 Months
Chennai, Tamil Nadu
₹0
₹3.4 L
18 May 2026
18 Apr 2026
4 May 2026
189 items across 2 schedules · ₹48,76,915.75 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 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 | 40 | 411.3 | 16,452 |
| 2 | All kinds of soil. | cum | 30 | 286.85 | 8,605.5 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 30 | 253.95 | 7,618.5 |
| 4 | With Chlorpyriphos E.C. 20% with 1% concentration | Sqm | 75 | 256.15 | 19,211.25 |
| 5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 9.5 | 6,670.25 | 63,367.38 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 25 | 307.95 | 7,698.75 |
| 7 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 50 | 669.55 | 33,477.5 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 150 | 766.55 | 1,14,982.5 |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 100 | 608.35 | 60,835 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 5 | 804.25 | 4,021.25 |
| 11 | Under 20 cm wide | Metre | 20 | 181.9 | 3,638 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1500 | 89.65 | 1,34,475 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 5 | 8,683.8 | 43,419 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 32.4 | 10,306.2 | 3,33,920.88 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 15 | 6,658.25 | 99,873.75 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 15 | 8,288.35 | 1,24,325.25 |
| 17 | Cement mortar 1:3 (1 cement : 3 coarse sand) | Sqm | 163 | 862.9 | 1,40,652.7 |
| 18 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 185 | 1,043.1 | 1,92,973.5 |
| 19 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 187 | 86.45 | 16,166.15 |
| 20 | 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 | 200 | 1,063.45 | 2,12,690 |
| 21 | Second class teak wood | cum | .5 | 1,31,576.95 | 65,788.48 |
| 22 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 15 | 3,086.1 | 46,291.5 |
| 23 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 120 | 2,818.5 | 3,38,220 |
| 24 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 17 | 1,881.95 | 31,993.15 |
| 25 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). | Sqm | 110 | 93.65 | 10,301.5 |
| 26 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 135 | 197.7 | 26,689.5 |
| 27 | 125x85x5.5 mm (heavy type) | Each | 51 | 228.9 | 11,673.9 |
| 28 | 250x10 mm | Each | 20 | 374.35 | 7,487 |
| 29 | 150x10 mm | Each | 20 | 232.3 | 4,646 |
| 30 | 125 mm | Each | 22 | 205.1 | 4,512.2 |
| 31 | 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 | 62 | 856.3 | 53,090.6 |
| 32 | 300x16 mm | Each | 30 | 260.3 | 7,809 |
| 33 | 200x10 mm | Each | 20 | 90.8 | 1,816 |
| 34 | 125 mm | Each | 20 | 60.05 | 1,201 |
| 35 | 66mm overall thickness Partition with 8mm thick double skin Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process with Compressive Strength 225 kg/sq.cm, Bending Strength 100 kg./ sq.cm | Sqm | 100 | 1,877.9 | 1,87,790 |
| 36 | Extruded section profile size 48x40 mm | Metre | 50 | 232.55 | 11,627.5 |
| 37 | 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 | 9.2 | 2,008.55 | 18,478.66 |
| 38 | 1.0 mm thick | Sqm | 50 | 764 | 38,200 |
| 39 | 12mm thick commercial ply conforming to IS : 1328 BWR type | Sqm | 50 | 1,084.6 | 54,230 |
| 40 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (+/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 15 | 462.25 | 6,933.75 |
| 41 | Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto 4.00 sqm.) | Sqm | 105 | 7,798.3 | 8,18,821.5 |
| 42 | Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 50 | 2,563.75 | 1,28,187.5 |
| 43 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 100 | 93.05 | 9,305 |
| 44 | 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 | 600 | 111.95 | 67,170 |
| 45 | 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, i/c 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 | 1000 | 612.25 | 6,12,250 |
| 46 | Ordinary cement without any pigment | Sqm | 150 | 928.5 | 1,39,275 |
| 47 | 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 | 30 | 935.6 | 28,068 |
| 48 | Size of Tile 500x500 mm | Sqm | 310 | 1,334.35 | 4,13,648.5 |
| 49 | Size of Tile 600 x 1200 mm | Sqm | 100 | 1,612.75 | 1,61,275 |
| 50 | Size of Tile 1200 x 1200 mm | Sqm | 100 | 2,298.45 | 2,29,845 |
| 51 | Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. | Sqm | 300 | 633.6 | 1,90,080 |
| 52 | Size of Tile 600x600 mm | Sqm | 100 | 258.65 | 25,865 |
| 53 | Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. | Sqm | 100 | -11.7 | -1,170 |
| 54 | Polished Granite stone slab colour Black, Cherry/Ruby Red or equivalent | Sqm | 100 | 3,908.8 | 3,90,880 |
| 55 | 110 mm diameter | Metre | 250 | 319.75 | 79,937.5 |
| 56 | 110 mm bend | Each | 34 | 132 | 4,488 |
| 57 | 110 mm Shoe | Each | 34 | 115.95 | 3,942.3 |
| 58 | 110 mm | Each | 160 | 309.5 | 49,520 |
| 59 | Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60 | Sqm | 790 | 1,483.15 | 11,71,688.5 |
| 60 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 190 | 671.55 | 1,27,594.5 |
| 61 | 1:6 (1 cement: 6 fine sand) | Sqm | 95 | 282 | 26,790 |
| 62 | 1:6 (1 cement: 6 fine sand) | Sqm | 180 | 324.3 | 58,374 |
| 63 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 750 | 214.3 | 1,60,725 |
| 64 | Water thinnable cement primer | Sqm | 180 | 64.45 | 11,601 |
| 65 | 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 | 4700 | 158.95 | 7,47,065 |
| 66 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 12 | 144.9 | 1,738.8 |
| 67 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 235 | 140.05 | 32,911.75 |
| 68 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 23 | 61.45 | 1,413.35 |
| 69 | Two or more coats on new work | Sqm | 120 | 137.85 | 16,542 |
| 70 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 14700 | 16.35 | 2,40,345 |
| 71 | One or more coats on old work | Sqm | 14050 | 90.85 | 12,76,442.5 |
| 72 | One or more coats on old work | Sqm | 620 | 86.55 | 53,661 |
| 73 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 120 | 94.15 | 11,298 |
| 74 | One or more coats with copal varnish | Sqm | 100 | 79.45 | 7,945 |
| 75 | Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. | Sqm | 270 | 82.95 | 22,396.5 |
| 76 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 100 | 462.3 | 46,230 |
| 77 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. | Each | 10 | 468.4 | 4,684 |
| 78 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 681 | 285 | 1,94,085 |
| 79 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 8.5 | 2,007.1 | 17,060.35 |
| 80 | 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 | 8 | 2,928.1 | 23,424.8 |
| 81 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | Sqm | 15 | 947.1 | 14,206.5 |
| 82 | In cement mortar | cum | 7.2 | 1,698.45 | 12,228.84 |
| 83 | Of area 3 sq. metres and below | Each | 85 | 302.7 | 25,729.5 |
| 84 | Of area beyond 3 sq. metres | Each | 50 | 414.55 | 20,727.5 |
| 85 | R.S. Joists | Kg | 1000 | 2.8 | 2,800 |
| 86 | For thickness of tiles 10 mm to 25 mm | Sqm | 100 | 60.5 | 6,050 |
| 87 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 100 | 219.75 | 21,975 |
| 88 | Asbestos Cement sheet | Sqm | 125 | 63.75 | 7,968.75 |
| 89 | Thickness above 10 mm up to 25 mm | Sqm | 100 | 64.15 | 6,415 |
| 90 | 75 to 80 mm dia pipe | Metre | 360 | 62.4 | 22,464 |
| 91 | 100 mm dia pipe | Metre | 180 | 64.3 | 11,574 |
| 92 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 25 | 46.5 | 1,162.5 |
| 93 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 6 | 2,275 | 13,650 |
| 94 | 510x1040 mm bowl depth 225 mm | Each | 21 | 6,677.4 | 1,40,225.4 |
| 95 | Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. | Each | 5 | 167.25 | 836.25 |
| 96 | Providing and fixing 600x450 mm beveled 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 | 15 | 1,411.15 | 21,167.25 |
| 97 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 6 | 942.15 | 5,652.9 |
| 98 | C.P. brass | Each | 6 | 680.8 | 4,084.8 |
| 99 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 360 | 1,018.05 | 3,66,498 |
| 100 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 180 | 931.55 | 1,67,679 |
| 101 | For 100 mm dia pipe | Each | 300 | 308.45 | 92,535 |
| 102 | For 75 mm dia pipe | Each | 45 | 304.45 | 13,700.25 |
| 103 | Sand cast iron S&S as per IS - 1729 | Each | 50 | 530.7 | 26,535 |
| 104 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 440 | 4,400 |
| 105 | Sand cast iron S&S as per IS -1729 | Each | 25 | 311.55 | 7,788.75 |
| 106 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 1,038.75 | 10,387.5 |
| 107 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 754.45 | 7,544.5 |
| 108 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 861.2 | 8,612 |
| 109 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 579.15 | 5,791.5 |
| 110 | Sand cast iron S&S as per IS - 1729 | Each | 20 | 671.2 | 13,424 |
| 111 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 573.8 | 5,738 |
| 112 | Sand cast iron S&S as per IS - 1729 | Each | 20 | 580.2 | 11,604 |
| 113 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 452.05 | 4,520.5 |
| 114 | Sand cast iron S&S as per IS - 1729 | Each | 5 | 1,032.45 | 5,162.25 |
| 115 | Sand cast iron S&S as per IS - 1729 | Each | 5 | 831.75 | 4,158.75 |
| 116 | Sand cast iron S&S as per IS - 1729 | Each | 5 | 318.25 | 1,591.25 |
| 117 | Sand cast iron S&S as per IS - 1729 | Each | 5 | 271.45 | 1,357.25 |
| 118 | Bottle trap 31mm 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 260 gms | Each | 16 | 325.1 | 5,201.6 |
| 119 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 6 | 146.3 | 877.8 |
| 120 | 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 | 5 | 204.7 | 1,023.5 |
| 121 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 21 | 573.6 | 12,045.6 |
| 122 | 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 | 15 | 600.35 | 9,005.25 |
| 123 | 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 | 2 | 607.05 | 1,214.1 |
| 124 | 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 | 4 | 13,036.55 | 52,146.2 |
| 125 | 15 mm nominal dia Pipes | Metre | 20 | 255.9 | 5,118 |
| 126 | 20 mm nominal dia Pipes | Metre | 70 | 325.1 | 22,757 |
| 127 | 25 mm nominal dia Pipes | Metre | 30 | 408.55 | 12,256.5 |
| 128 | 15 mm nominal dia Pipes | Metre | 35 | 441.15 | 15,440.25 |
| 129 | 20 mm nominal dia Pipes | Metre | 200 | 513.75 | 1,02,750 |
| 130 | 25 mm nominal dia Pipes | Metre | 45 | 626.05 | 28,172.25 |
| 131 | 20 mm nominal dia Pipes | Metre | 8 | 275.25 | 2,202 |
| 132 | 25 mm nominal dia Pipes | Metre | 20 | 370.65 | 7,413 |
| 133 | 15 mm nominal bore | Each | 50 | 303.85 | 15,192.5 |
| 134 | 20 mm nominal bore | Each | 25 | 327.95 | 8,198.75 |
| 135 | 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. | Litre | 1000 | 9.7 | 9,700 |
| 136 | 15 mm nominal bore | Each | 30 | 708.4 | 21,252 |
| 137 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 29 | 180.8 | 5,243.2 |
| 138 | Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. | Metre | 20 | 171.8 | 3,436 |
| 139 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 6 | 2,453.55 | 14,721.3 |
| 140 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 2,474.4 | 9,897.6 |
| 141 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 433.95 | 21,697.5 |
| 142 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 531.8 | 26,590 |
| 143 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 20 | 1,325.55 | 26,511 |
| 144 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 20 | 1,496.15 | 29,923 |
| 145 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 4 | 2,448.85 | 9,795.4 |
| 146 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 5 | 516.6 | 2,583 |
| 147 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 100 | 1,522.95 | 1,52,295 |
| 148 | 300 mm dia | Metre | 90 | 592.05 | 53,284.5 |
| 149 | 300 mm dia | Metre | 10 | 690.7 | 6,907 |
| 150 | 200 mm nominal size dia | Metre | 20 | 951.95 | 19,039 |
| 151 | 200 mm nominal size dia | Metre | 80 | 1,099.25 | 87,940 |
| 152 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 20 | 1,479.25 | 29,585 |
| 153 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in- charge. | Hour | 3 | 916.8 | 2,750.4 |
| 154 | Cement Fiber Board 6 mm thick as per IS 14862:2000 of type B (High pressure Steam Cured) | Sqm | 50 | 1,226.2 | 61,310 |
| 155 | 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 | 100 | 757 | 75,700 |
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