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Tender ID
Tender Value
₹11.5 Cr
EMD Value
₹7.3 L
Closing Date
17 Mar 2026, 2:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
BUILDING
14 conditions · 3 needing a document upload
For works costing more than Rs.50 Lakhs: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. Non submission of the above,the offer will be summarily rejected.(Ref : Advance Correction Slip No.1 dt:14/07/2022 to IRSGCC- 2022 ).
As per Clause 10.1 of Part-I of IRSGCC-April 2022: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 ofthe tender. Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Eligibility criteria for single similar work previously executed :Any Civil Engg Work involving Fabrication and erection of steel structures.
49 conditions · 8 needing a document upload
Whether required test certificates/samples, if any have been uploaded?
Tenderers are requested to ensure the uploading of mandatory documents under the relevant tabs as per check list and put(tick) mark wherever applicable as per CE/Works/Chennai letter No.W.496/Tender policy dt.03.07.2023. The check list is available under DOCUMENTS tab. The check list is only exhaustive. Tenderer should ensure that all the documents required as per relevant clauses are uploaded. The mere submission of documents mentioned in the check list alone will not qualify for the eligibility of the tender.
Multiple L-1 :- In case of more than one L-1 bidders, tender may be awarded to tenderer having higher bid capacity. In case bid capacity is also the same, tenderer having done more value of similar work in last three previous financial years and the current financial year up to the date of opening of tender may be selected for award. Railway reserves the right and may seek the above details within specified period, if not submitted by the tenderers along with the bid.
The contractor should ensure that the staff employed are physically fit, with a sound mind and of good character. To this effect, necessary police clearance certificate should be obtained from local police authorities before the contractor's staff are put into service. This will be in accordance with the Railway Board Letter No. 2020/Sec(CCB)/45/50/Misc Dt.03.02.2020. Refer Annexure I & II.
All the contracts on works/goods/services will be subject to the new GST act as applicable from time to time. Contractors have to register themselves with GST authorities and to furnish the GST registration number in order to process the bills from 01.07.2017
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.
Deployment Of Qualified Engineers At Work Sites By The Contractor. The contractor shall also employ Qualified Graduate Engineer or Qualified Diploma Holder Engineer, based on value of contract, as may be prescribed by the Ministry of Railways through separate instructions from time to time.(As per RB ltr no.2012/CE-I/CT/O/20 dt:10.05.2013)
One qualified Graduate Engineer when the cost of the work is Rs. 200 lakhs and above.
One qualified Diploma holder Engineer when the cost of the work to be executed is more than Rs.25 lakhs but less than Rs.200 lakhs.
In case the contractor fails to employ the technical staff as aforesaid, he shall be liable to pay a an amount of Rs.40,000/ (Rupees Forty thousand) for each month or part thereof for the default incase of Graduate Engineer and Rs.25,000/- (Rupees Twenty five thousand) for each month or part thereof for the default in case of Diploma holder (Engineer)
I/WE also hereby agree to abide by the INDIAN RAILWAY GENERAL CONDITIONS OF CONTRACT- April 2022, with all correction slips up to date and to carry out the works accordingly.
Until a formal agreement is prepared and executed, acceptance of this tender shall constitute a binding contract between us subject to modifications, as may be mutually agreed to between us and indicated in the letter of acceptance of my/our offer for this work.
I/We also agree to keep this tender open for acceptance for a period of 90 days from the date fixed for opening the same
I/We offer to do the work for DRM/W/O/SA, at the rates quoted in the attached schedule and hereby bind myself/ourselves to complete the work in all respects within the period of completion stipulated in the tender document, from the date of issue of letter of acceptance of the tender. The Bid security shall stand forfeited without prejudice to any other right or remedies in case my/our Tender is accepted and if : (a) I/We do not execute the contract documents as stipulated in performance guarantee clause of GCC as detailed in general instructions. (b) I/We do not commence the work within seven days after receipt of orders to that effect.
I/We hereby Confirm that the rates, rebates and/or other financial terms, if any, quoted by us in the relevant fields of the Financial Bid page will only be the ruling terms for deciding the inter-se ranking, and any such condition having financial repercussions, if quoted by us anywhere else including attached documents shall not be considered for deciding inter-se ranking
However, Railways shall have the right to incorporate any such condition quoted by us, in the contract, at their discretion, if contract is placed on us.
I/We have read the various conditions attached/ referred to in this tender document, and agree to abide by the said conditions.
A tenderer claiming credentials as an individual for their share in a partnership firm, has to submit both the deeds of (i) partnership deed, showing % of their share and (ii) retirement deed from the partnership firm(or) deed showing the closure of business operations of the partnership firm, as applicable. Failing to submit the above deeds, the offer of the tenderer will be summarily rejected.
The tenderer shall clearly specify whether the tender is submitted on his Own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) I Registered Society/ Registered Trust / Hindu Undivided Family( HUF) / Limited Liability Partnership (LLP) etc. , The tenderer(s) shall enclose the attested copies of the requisite documents (including Power of Attorney, if opted) for constitution of their concern as per Cl.14 of GCC-Part-l and as per a)Clause 17 of GCC - Part-1, for JV b)Clause 18 of GCC - Part-I, for Partnership Firm.
Copies of the following documents are to be uploaded: (i) Details such as Name of the tenderer/ Contractor, Validity of DSC, Complete address with pin code, contact number (ii) Copy of PAN card (iii) Copy of GSTIN card.
A copy of NEFT form duly filled in the details as necessary to be uploaded. (The Tenderer/Contractor not having NEFT form may down load the empty NEFT form available in Document site)
Submission of physically signed Annexure-V by the tenderer is discontinued vide Rly Bd letter dt:14/05/2024 (Uploaded)
Submission of Annexure-V(A) under Document Verification Certificate. In case of other than company/Proprietary firm, Annexure-V(A) shall also be submitted by the each member of a Partnership Firm/ Joint Venture (JV) /Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc., as the case my be. Non-submission of the above Certificate(s) by the bidder shall result in summarily rejection of his/their bid
Podanur(PTJ) - Proposed Track Machine Satellite Depot
SA-OT-03-2026-01
SA-OT-03-2026-01
Open
Works - General
12 Months
Salem, Tamil Nadu
₹0
₹7.3 L
17 Mar 2026
23 Feb 2026
3 Mar 2026
156 items across 2 schedules · ₹96,68,752.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum 1472 | — | 205.45 | 3,02,422.4 |
| 2 | Ordinary rock | cum | 110 | 412.95 | 45,424.5 |
| 3 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 100 | 417.35 | 41,735 |
| 4 | Depth not exceeding 1.5 m | Sqm | 30 | 62.35 | 1,870.5 |
| 5 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 30 | 74.95 | 2,248.5 |
| 6 | 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 | 300 | 253.95 | 76,185 |
| 7 | All kinds of soil | cum | 170 | 104.5 | 17,765 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 200 | 2,161.2 | 4,32,240 |
| 9 | 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 | 97.5 | 7,783.65 | 7,58,905.88 |
| 10 | 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 | 145 | 6,670.25 | 9,67,186.25 |
| 11 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 228 | 669.55 | 1,52,657.4 |
| 12 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 90 | 370.85 | 33,376.5 |
| 13 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 250 | 57.15 | 14,287.5 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 489.05 | — | 307.95 | 1,50,602.95 |
| 15 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 50 | 669.55 | 33,477.5 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm 2288 | — | 766.55 | 17,53,866.4 |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm 1285 | — | 608.35 | 7,81,729.75 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 1807 | — | 804.25 | 14,53,279.75 |
| 19 | Stairs, (excluding landings) except spiral-staircases | Sqm | 25 | 657.75 | 16,443.75 |
| 20 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 350 | 319.25 | 1,11,737.5 |
| 21 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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 | .25 | 9,673.5 | 2,418.38 |
| 22 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 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 | 2.5 | 18,644.6 | 46,611.5 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 300 | 8,683.8 | 26,05,140 |
| 24 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 64.8 | 8,966.95 | 5,81,058.36 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 615 | 10,306.2 | 63,38,313 |
| 26 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal 400.18 | — | 688.45 | 2,75,503.92 |
| 27 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 10 | 6,882 | 68,820 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 86 | 6,658.25 | 5,72,609.5 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 480 | 8,288.35 | 39,78,408 |
| 30 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 330 | 1,018.05 | 3,35,956.5 |
| 31 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 330 | 86.45 | 28,528.5 |
| 32 | Area of slab over 0.50 sqm | Sqm | 50 | 3,301.45 | 1,65,072.5 |
| 33 | Granite work | Metre | 45 | 418.85 | 18,848.25 |
| 34 | 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 | 350 | 1,063.45 | 3,72,207.5 |
| 35 | Second class teak wood | cum | .65 | 1,31,576.95 | 85,525.02 |
| 36 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 120 | 1,897.1 | 2,27,652 |
| 37 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 36 | 2,818.5 | 1,01,466 |
| 38 | 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 | 36 | 401.4 | 14,450.4 |
| 39 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg 2000 | — | 197.7 | 3,95,400 |
| 40 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | Each | 42 | 194.35 | 8,162.7 |
| 41 | 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 | 14 | 723.8 | 10,133.2 |
| 42 | 50 mm | Each | 15 | 306.4 | 4,596 |
| 43 | 100x10 mm | Each | 14 | 58.65 | 821.1 |
| 44 | 125 mm | Each | 14 | 60.05 | 840.7 |
| 45 | Twin rubber stopper | Each | 14 | 62.25 | 871.5 |
| 46 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) | Sqm | 10 | 7,249.9 | 72,499 |
| 47 | Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm). | Sqm | 85 | 10,284.7 | 8,74,199.5 |
| 48 | Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 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 1.75 sqm). | Sqm | 120 | 9,642.6 | 11,57,112 |
| 49 | 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 | 100 | 2,563.75 | 2,56,375 |
| 50 | 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 11500 | — | 93.05 | 10,70,075 |
| 51 | 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 1500 | — | 111.95 | 1,67,925 |
| 52 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm 90.75 | — | 4,781.15 | 4,33,889.36 |
| 53 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover | Sqm | 20 | 2,868.3 | 57,366 |
| 54 | Providing and fixing ball bearing for rolling shutters. | Each | 5 | 424.2 | 2,121 |
| 55 | Exceeding 10.00 sqm and upto 16.80 sqm in the area | Sqm | 20 | 1,108.7 | 22,174 |
| 57 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 20 | 185.95 | 3,719 |
| 58 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg 1346 | — | 88.5 | 1,19,121 |
| 59 | Providing and fixing bolts including nuts and washers complete. | Kg 2600 | — | 140.15 | 3,64,390 |
| 60 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 850 | 142.3 | 1,20,955 |
| 61 | E.R.W. tubes | Kg 3500 | — | 150.4 | 5,26,400 |
| 62 | 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 1500 | — | 612.25 | 9,18,375 |
| 63 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm 1250 | — | 855.9 | 10,69,875 |
| 64 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 355 | 7,958.65 | 28,25,320.75 |
| 65 | Medium shade pigment using 50% white cement, 50% ordinary cement | Sqm | 150 | 1,312.1 | 1,96,815 |
| 66 | 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 | 330 | 935.6 | 3,08,748 |
| 67 | Size of Tile 600 x 600 mm | Sqm 1980 | — | 1,359.2 | 26,91,216 |
| 68 | 75 mm diameter | Metre | 125 | 213 | 26,625 |
| 69 | 110 mm diameter | Metre | 100 | 319.75 | 31,975 |
| 70 | 75 mm | Each | 20 | 79.8 | 1,596 |
| 71 | 110 mm | Each | 20 | 119.95 | 2,399 |
| 72 | 75x75x75 mm | Each | 20 | 141.55 | 2,831 |
| 73 | 110x110x110 mm | Each | 20 | 205.45 | 4,109 |
| 74 | 75 mm bend | Each | 20 | 91.8 | 1,836 |
| 75 | 110 mm bend | Each | 20 | 132 | 2,640 |
| 76 | 75 mm Shoe | Each | 20 | 81.1 | 1,622 |
| 77 | 110 mm Shoe | Each | 20 | 115.95 | 2,319 |
| 78 | 75 mm | Each | 25 | 310.85 | 7,771.25 |
| 79 | 110 mm | Each | 25 | 309.5 | 7,737.5 |
| 80 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 660 | 1,300.5 | 8,58,330 |
| 81 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 60 | 1,179.25 | 70,755 |
| 82 | 2 mm thick flat | Sqm | 60 | 1,048.5 | 62,910 |
| 83 | 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 1700 | — | 671.55 | 11,41,635 |
| 84 | Ridges plain (500 - 600mm) | Metre | 85 | 450.6 | 38,301 |
| 85 | Gutter (600 mm over all girth) | Metre | 95 | 1,110.6 | 1,05,507 |
| 86 | Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. | Sqm | 660 | 1,444.9 | 9,53,634 |
| 87 | 1:4 (1 cement: 4 fine sand) | Sqm | 50 | 294.85 | 14,742.5 |
| 88 | 1:6 (1 cement: 6 fine sand) | Sqm 10177.04 | — | 282 | 28,69,925.28 |
| 89 | 1:4 (1 cement: 4 fine sand) | Sqm | 25 | 339.7 | 8,492.5 |
| 90 | 1:6 (1 cement: 6 coarse sand) | Sqm | 150 | 401.35 | 60,202.5 |
| 91 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. | Sqm | 150 | 72.8 | 10,920 |
| 92 | In one coat | Sqm | 50 | 39.35 | 1,967.5 |
| 93 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 5500 | — | 214.3 | 11,78,650 |
| 94 | Water thinnable cement primer | Sqm 7850 | — | 64.45 | 5,05,932.5 |
| 95 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm 2500 | — | 162.35 | 4,05,875 |
| 96 | 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 | 75 | 144.9 | 10,867.5 |
| 97 | 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 | 145 | 140.05 | 20,307.25 |
| 98 | 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 7827.04 | — | 154.45 | 12,08,886.33 |
| 99 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | Sqm 6500 | — | 29.75 | 1,93,375 |
| 100 | Two or more coats on new work | Sqm 774.85 | — | 131.45 | 1,01,854.03 |
| 101 | Two or more coats on new work | Sqm 6500 | — | 121.45 | 7,89,425 |
| 102 | Two coats | Sqm | 150 | 121.55 | 18,232.5 |
| 103 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 150 | 64.45 | 9,667.5 |
| 104 | One or more coats on old work | Sqm | 120 | 79.4 | 9,528 |
| 105 | In cement mortar | cum 29.07 | — | 1,698.45 | 49,373.94 |
| 106 | Of area 3 sq. metres and below | Each | 10 | 302.7 | 3,027 |
| 107 | Of sectional area 40 square centimetres and above | cum 61.76 | — | 3,674.5 | 2,26,937.12 |
| 108 | Of sectional area below 40 square centimetres | Metre 2900 | — | 14.7 | 42,630 |
| 109 | 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 1750 | — | 4.65 | 8,137.5 |
| 110 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | Kg 2900 | — | 3.2 | 9,280 |
| 111 | For thickness of tiles 10 mm to 25 mm | Sqm | 600 | 60.5 | 36,300 |
| 112 | G.S. Sheet | Sqm | 705 | 136 | 95,880 |
| 113 | Asbestos Cement sheet | Sqm | 290 | 63.75 | 18,487.5 |
| 114 | Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 750 | 173.15 | 1,29,862.5 |
| 115 | R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer- in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately). | cum | 5.85 | 28,603 | 1,67,327.55 |
| 116 | Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately). | Kg | 30 | 74.45 | 2,233.5 |
| 117 | With G.I. barbed wire | Metre | 35 | 19.6 | 686 |
| 118 | Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x 60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50 cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately). | Sqm | 30 | 55 | 1,650 |
| 119 | Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | cum | 135 | 10,006.65 | 13,50,897.75 |
| 120 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 100 | 951 | 95,100 |
| 121 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 225 | 8,277.55 | 18,62,448.75 |
| 122 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 5,781.35 | 57,813.5 |
| 123 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 5,540.55 | 27,702.75 |
| 124 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 15 | 1,679.6 | 25,194 |
| 125 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 5 | 299.35 | 1,496.75 |
| 126 | 32 mm dia | Each | 15 | 104.35 | 1,565.25 |
| 127 | Rectangular shape 453x357 mm | Each | 15 | 1,158.95 | 17,384.25 |
| 128 | 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 |
| 129 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 500 | 568.6 | 2,84,300 |
| 130 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 750 | 1,689.5 | 12,67,125 |
| 131 | 25 mm nominal dia Pipes | Metre | 100 | 408.55 | 40,855 |
| 132 | 20 mm nominal dia Pipes | Metre | 175 | 513.75 | 89,906.25 |
| 133 | 80 mm dia nominal bore | Metre | 200 | 919.1 | 1,83,820 |
| 134 | 25 mm nominal bore | Each | 5 | 532.35 | 2,661.75 |
| 135 | 50 mm nominal bore | Each | 10 | 878.25 | 8,782.5 |
| 136 | 100 mm diameter | Each | 10 | 166.35 | 1,663.5 |
| 137 | 300 mm dia pipe | Metre | 50 | 5,427.45 | 2,71,372.5 |
| 138 | Class I | Each | 3 | 4,097.9 | 12,293.7 |
| 139 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 4 | 10,102.5 | 40,410 |
| 140 | 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 2000 | — | 9.7 | 19,400 |
| 141 | 15 mm nominal bore | Each | 20 | 708.4 | 14,168 |
| 142 | 15mm nominal bore | Each | 40 | 500.35 | 20,014 |
| 143 | 100 mm nominal dia | Each | 15 | 33.2 | 498 |
| 144 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 10 | 136.6 | 1,366 |
| 145 | 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 | 15 | 96.75 | 1,451.25 |
| 146 | 15 mm nominal bore with 45 cm length | Each | 40 | 107.9 | 4,316 |
| 147 | 450 mm dia. R.C.C. pipe | Metre | 25 | 1,481.55 | 37,038.75 |
| 148 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 7,308.15 | 21,924.45 |
| 149 | Serrated with central bulb (225 mm wide, 8-11 mm thick) | Metre | 40 | 285.6 | 11,424 |
| 150 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 660 | 585.55 | 3,86,463 |
| 151 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 70 | 7,510.75 | 5,25,752.5 |
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