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Tender Value
₹91.3 Cr
EMD Value
₹1.8 Cr
Closing Date
15 Oct 2026, 12:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
CE/CON/S
15 conditions · 3 needing a document upload
Submit the scanned copy (In PDF Form) of the documents as per the requirement of financial eligibility criteria of the tender [Refer para 2.3 of tender document {Para 2.3 for tenderer(s) participating as JV firm}]. TENDERS NOT ACCOMPANIED BY THESE DOCUMENTS WILL BE SUMMARILY REJECTED.
Submit the scanned copy (In PDF Form) of the documents for evaluating the Bid Capacity (Please refer Clause 12.25 of tender document). This is applicable in all works contract having tender value of Rs. 10.00 Crore and above. TENDERS NOT ACCOMPANIED BY THESE DOCUMENTS WILL BE SUMMARILY REJECTED.
Submit the scanned copy (In PDF Form) of the work(s) completion certificate(s) as per the requirement of Technical eligibility criteria of the tender [Refer para 2.3 of tender document {Para 2.3 for tenderer(s) participating as JV firm}]. TENDERS NOT ACCOMPANIED BY THESE DOCUMENTS WILL BE SUMMARILY REJECTED.
Defination of Similar Work :- Any Civil Engineering work.
27 conditions · 15 needing a document upload
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.
Notes for all schedules: Standard Schedule of Rates (SSOR) Items: Any item of work carried out by the Contractor on the instructions of the Engineer which is not included in the accepted Bill(s) of Quantities but figures in the Standard Schedule of Rates (SSOR), shall be executed at the rates set forth in the "Standard Schedule of Rates (SSOR)" modified by the tender percentage as accepted in the contract for that chapter of Standard Schedule of Rates (SSOR). However, the cumulative value of all such extra item(s) together (modified by the respective tender percentage) shall not exceed 10 % of the original contract value.
Option of Payment through Letter of Credit (L.C.): Tenderer(s) may submit option for taking payment through Letter of Credit (L.C.). [Refer para 7.1 of tender document].
Credentials if submitted in foreign currency shall be converted into Indian currency i.e., Indian Rupee as under: The conversion rate of US Dollars into Rupees shall be the daily representative exchange rates published by the Reserve Bank of India for the relevant date. Where, relevant date shall be as on the last day of month previous to the one in which tender is invited. In case of any other currency, the same shall first be converted to US Dollars as on the last day of month previous to the one in which tender is invited, and the amount so derived in US Dollars shall be converted into Rupees at the aforesaid rate. The conversion rate of such currencies shall be the daily representative exchange rates published by the International Monetary Fund for the relevant date.
Contract under EBR (IF): It is agreed by and between the parties that Railway shall continue to be held responsible for all obligations, risk and liabilities, whatsoever, arising out of or in connection with the Principal agreement and this novation agreement, whether during the progress of the work or after its completion. It is further agreed and understood by and between the parties that IRFC shall be the owner of assets, if any, arising out of execution of works as defined in the Principal Agreement, except the land whose ownership shall continue with Railway. Accordingly, the invoices shall be issued by capturing GSTIN of contractor (as the supplier) and GSTIN of IRFC (as bill to party). Also, the contractor shall submit the invoice, issued in the name of IRFC, to railway for processing payment by Railway to contractor subject to applicable TDS under the Income Tax, GST or any other applicable laws. It is further agreed by and between the Parties that IRFC shall be responsible to comply with Income Tax and GST laws in relation to filling of returns.
There are several changes in the tender document after the new GCC April 2022 is issued. Tenderer(s) are requested to go through the tender document & GCC carefully before the submission of the offer.
Clarification of Bids: To assist in the examination, evaluation & comparison and pre-qualification of the Tender, the Railway may, at its discretion, ask any Bidder for a clarification of its Bid. Any clarification submitted by a Bidder that is not in response to a request by the Railway shall not be entertained or considered. The Railway request for clarification and the response of the bidder in this regard shall be in writing. However, if a Bidder does not provide clarification of its bid by the date and time communicated in the Railway request for clarification, the bid shall be evaluated as per the documents submitted along with the bid.
All General Instructions are available in the uploaded tender document.
The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of bids). Nominated officials are Dy CE/Con/Works & Stores/GRC, S. E. Railway, Kolkata-700043 and Dy CE/Con/II/Kharagpur, Office of the Dy CE/Con/II/Kharagpur, S. E. Railway
Utility Shifting in Kharagpur-Tatanagar 4th Line (upto Rakha Mines station), Nimpura West Outer Cabin to Midnapur, Hijli to Nimpura through yard 3rd line and any other location as per the requirement under the jurisdiction of Dy CE/Con/II/Kharagpur of S. E. Railway, Kharagpur.
4667-GRC-CE-C-SO-38-2026~SER
4667-GRC-CE-C-SO-38-2026
Open
Works - General
36 Months
Unknown (Unspecified Location)
₹0
₹1.8 Cr
18 Sept 2026
18 Sept 2026
1 Oct 2026
333 items across 5 schedules · ₹15,00,95,610.6 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 11000 | 177.5 | 19,52,500 |
| 2 | Ordinary rock | cum | 305 | 498.9 | 1,52,164.5 |
| 3 | Hard rock (blasting prohibited) | cum | 155 | 1,432.95 | 2,22,107.25 |
| 4 | All kinds of soil. | cum | 7600 | 260.3 | 19,78,280 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 7430 | 196 | 14,56,280 |
| 6 | 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 | 4200 | 700.5 | 29,42,100 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 2555 | 2,123.75 | 54,26,181.25 |
| 8 | All kinds of soil | Sqm | 25165 | 34.15 | 8,59,384.75 |
| 9 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 2900 | 310.05 | 8,99,145 |
| 10 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 480 | 93.05 | 44,664 |
| 11 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 20 | 8,340.85 | 1,66,817 |
| 12 | 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 |
| 13 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 2415 | 7,294.7 | 1,76,16,700.5 |
| 14 | 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 | 180 | 7,178.75 | 12,92,175 |
| 15 | 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 | 600 | 9,895.2 | 59,37,120 |
| 16 | Foundations, footings, bases for columns | Sqm | 2640 | 392.15 | 10,35,276 |
| 17 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 3000 | 842.5 | 25,27,500 |
| 18 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 770 | 495.75 | 3,81,727.5 |
| 19 | 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 50 kg cement used | 17280 | 18.15 | 3,13,632 |
| 20 | Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | 240 | 8,986.15 | 21,56,676 |
| 21 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 4280 | 9,212.6 | 3,94,29,928 |
| 22 | cum | 540 | 11,505.5 | 62,12,970 | |
| 23 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 11925 | 392.15 | 46,76,388.75 |
| 24 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 11325 | 927.25 | 1,05,01,106.25 |
| 25 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 19865 | 736.4 | 1,46,28,586 |
| 26 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 12250 | 961.3 | 1,17,75,925 |
| 27 | Stairs, (excluding landings) except spiral-staircases | Sqm | 590 | 764.95 | 4,51,320.5 |
| 28 | Under 20 cm wide | Metre | 3630 | 208.55 | 7,57,036.5 |
| 29 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 1000 | 951.1 | 9,51,100 |
| 30 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 320005 | 107.85 | 3,45,12,539.25 |
| 31 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 303035 | 107.85 | 3,26,82,324.75 |
| 32 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 3305 | 9,504.75 | 3,14,13,198.75 |
| 33 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 3925 | 9,860.4 | 3,87,02,070 |
| 34 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 3435 | 733.5 | 25,19,572.5 |
| 35 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 6315 | 9,105.95 | 5,75,04,074.25 |
| 36 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 110 | 905.05 | 99,555.5 |
| 37 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 4800 | 1,123.8 | 53,94,240 |
| 38 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 1440 | 1,105.8 | 15,92,352 |
| 39 | Area of slab upto 0.50 sqm | Sqm | 120 | 5,413.5 | 6,49,620 |
| 40 | Area of slab over 0.50 sqm | Sqm | 75 | 5,136.3 | 3,85,222.5 |
| 41 | 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 | 1560 | 1,267.95 | 19,78,002 |
| 42 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 500 | 2,392.65 | 11,96,325 |
| 43 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 610 | 2,172.1 | 13,24,981 |
| 44 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws | Sqm | 240 | 2,093.7 | 5,02,488 |
| 45 | 50x12 mm | Metre | 610 | 221.1 | 1,34,871 |
| 46 | 20 mm dia | Metre | 960 | 393.25 | 3,77,520 |
| 47 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 42480 | 238.35 | 1,01,25,108 |
| 48 | 200x10 mm | Each | 120 | 358.4 | 43,008 |
| 49 | 150x10 mm | Each | 215 | 287.25 | 61,758.75 |
| 50 | 100x10 mm | Each | 120 | 197.5 | 23,700 |
| 51 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 35 | 1,124.85 | 39,369.75 |
| 52 | Size 50 mm | Each | 110 | 333.95 | 36,734.5 |
| 53 | Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. | Each | 395 | 151.05 | 59,664.75 |
| 54 | 125 mm | Each | 500 | 231.05 | 1,15,525 |
| 55 | 125 mm | Each | 500 | 66.25 | 33,125 |
| 56 | Single rubber stopper | Each | 240 | 39.6 | 9,504 |
| 57 | Providing and fixing aluminium tee channels (heavy duty) with rollers & stop end in pelmets as curtain rod. | Metre | 600 | 160.35 | 96,210 |
| 58 | Extruded section profile size 48x40 mm | Metre | 500 | 270.2 | 1,35,100 |
| 59 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm ( +/- 0.2 mm) with inbuilt edging on both sides. 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 20x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 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. (For W.C. and bathroom door shutter). | Sqm | 230 | 2,969.25 | 6,82,927.5 |
| 60 | Providing and fixing cup board shutters 25 mm thick, with Pre- laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge | Sqm | 1000 | 2,307.35 | 23,07,350 |
| 61 | With 2nd class teak wood beading 62X19 mm | Sqm | 600 | 1,597.15 | 9,58,290 |
| 62 | With 12 mm mild steel U beading | Sqm | 420 | 1,228 | 5,15,760 |
| 63 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system (Height upto 1.8m). | Sqm | 720 | 8,799.25 | 63,35,460 |
| 64 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 600 | 10,993.55 | 65,96,130 |
| 65 | Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multipoint locking system. (Height above 1.8m) | Sqm | 485 | 12,372.25 | 60,00,541.25 |
| 66 | 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 | 4650 | 117.35 | 5,45,677.5 |
| 67 | 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 | 59000 | 133.7 | 78,88,300 |
| 68 | 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 | 105 | 11,439.6 | 12,01,158 |
| 69 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 355 | 5,804.35 | 20,60,544.25 |
| 70 | Providing and fixing bolts including nuts and washers complete. | Kg | 320 | 159.35 | 50,992 |
| 71 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 270 | 772.4 | 2,08,548 |
| 72 | 25 mm thick | Sqm | 7305 | 1,948.25 | 1,42,31,966.25 |
| 73 | Size of Tile 600 x 600 mm | Sqm | 5200 | 1,464.85 | 76,17,220 |
| 74 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 4800 | 4,481.3 | 2,15,10,240 |
| 75 | 100 mm dia Pipe | Each | 420 | 580.5 | 2,43,810 |
| 76 | 75 mm diameter | Metre | 720 | 248.8 | 1,79,136 |
| 77 | 110 mm diameter | Metre | 720 | 377.4 | 2,71,728 |
| 78 | 110 mm | Each | 180 | 136.15 | 24,507 |
| 79 | 110 mm | Each | 180 | 127.6 | 22,968 |
| 80 | 110x110x110 mm | Each | 180 | 234.15 | 42,147 |
| 81 | 110x110x110 mm | Each | 180 | 221.35 | 39,843 |
| 82 | 110 mm bend | Each | 180 | 150.35 | 27,063 |
| 83 | 110 mm Shoe | Each | 180 | 131.85 | 23,733 |
| 84 | 110 mm | Each | 280 | 371.3 | 1,03,964 |
| 85 | 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 | 3100 | 738.65 | 22,89,815 |
| 86 | Ridges plain (500 - 600mm) | Metre | 165 | 532.35 | 87,837.75 |
| 87 | Gutter (600 mm over all girth) | Metre | 295 | 1,313.7 | 3,87,541.5 |
| 88 | 1:6 (1 cement: 6 fine sand) | Sqm | 23315 | 333.35 | 77,72,055.25 |
| 89 | 1:6 (1 cement: 6 fine sand) | Sqm | 47295 | 383 | 1,81,13,985 |
| 90 | 1:6 (1 cement: 6 coarse sand) | Sqm | 9240 | 395.35 | 36,53,034 |
| 91 | 1:3 (1 cement : 3 fine sand) | Sqm | 6740 | 300.45 | 20,25,033 |
| 92 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 56610 | 262.7 | 1,48,71,447 |
| 93 | 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 | 227530 | 193.7 | 4,40,72,561 |
| 94 | 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 | 32060 | 170.7 | 54,72,642 |
| 95 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 1140 | 67.4 | 76,836 |
| 96 | On steel work | Sqm | 1110 | 241.75 | 2,68,342.5 |
| 97 | Two or more coats on new work | Sqm | 1080 | 155.9 | 1,68,372 |
| 98 | 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 | 240 | 563.9 | 1,35,336 |
| 99 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 1440 | 2,434.25 | 35,05,320 |
| 100 | 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 | 8640 | 3,551.25 | 3,06,82,800 |
| 101 | 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 | 1300 | 1,147.2 | 14,91,360 |
| 102 | In cement mortar | cum | 5925 | 2,060.2 | 1,22,06,685 |
| 103 | Of area 3 sq. metres and below | Each | 515 | 367.2 | 1,89,108 |
| 104 | Of area beyond 3 sq. metres | Each | 110 | 502.75 | 55,302.5 |
| 105 | R.S. Joists | Kg | 16500 | 3.4 | 56,100 |
| 106 | Channels, angles, tees and flats | Kg | 10500 | 2.3 | 24,150 |
| 107 | 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 | 22200 | 5.65 | 1,25,430 |
| 108 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres | kg per metre span | 145 | 0.85 | 123.25 |
| 109 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. | kg per metre height | 145 | 0.85 | 123.25 |
| 110 | For thickness of tiles 10 mm to 25 mm | Sqm | 2400 | 73.4 | 1,76,160 |
| 111 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 1200 | 113.35 | 1,36,020 |
| 112 | Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : | cum | 600 | 1,317.65 | 7,90,590 |
| 113 | G.S. Sheet | Sqm | 1320 | 164.95 | 2,17,734 |
| 114 | Asbestos Cement sheet | Sqm | 3600 | 77.3 | 2,78,280 |
| 115 | T' or 'L' iron or pipe | Each | 600 | 230.9 | 1,38,540 |
| 116 | R.C.C. | Each | 600 | 243.3 | 1,45,980 |
| 117 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. | Kg | 1920 | 36.8 | 70,656 |
| 118 | Above 150 mm dia up to 300 mm dia | Metre | 1400 | 456.65 | 6,39,310 |
| 119 | Above 300 mm diameter | Metre | 600 | 614.3 | 3,68,580 |
| 120 | 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 | 600 | 56.35 | 33,810 |
| 121 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 15995 | 263.95 | 42,21,880.25 |
| 122 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 4500 | 48.2 | 2,16,900 |
| 123 | 2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS : 8887, using 96 kg per cum of chippings of road surface, including consolidation with road roller etc complete . | Sqm | 4500 | 252.15 | 11,34,675 |
| 124 | For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm. | Sqm | 4500 | 744.15 | 33,48,675 |
| 125 | 50 to 100 mm average compacted thickness with bitumen of grade VG- 30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 1150 | 8,505.65 | 97,81,497.5 |
| 126 | 25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | Sqm | 22500 | 277.7 | 62,48,250 |
| 127 | 80 mm thick C.C. paver block of M- 30 grade with approved color design and pattern. | Sqm | 4800 | 1,091.5 | 52,39,200 |
| 128 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 55 | 6,767.4 | 3,72,207 |
| 129 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 55 | 6,515.55 | 3,58,355.25 |
| 130 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 80 | 2,648.85 | 2,11,908 |
| 131 | 510x1040 mm bowl depth 250 mm | Each | 50 | 6,945.6 | 3,47,280 |
| 132 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 290 | 1,034.8 | 3,00,092 |
| 133 | 32 mm dia | Each | 185 | 119.55 | 22,116.75 |
| 134 | Oval shape 450x350 mm (outer dimensions) | Each | 150 | 1,377.1 | 2,06,565 |
| 135 | Rectangular shape 1500x450 mm | Each | 150 | 2,093 | 3,13,950 |
| 136 | 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 | 195 | 1,083.5 | 2,11,282.5 |
| 137 | C.P. brass | Each | 120 | 803.7 | 96,444 |
| 138 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 1220 | 1,180.75 | 14,40,515 |
| 139 | 100 mm dia pipe | Each | 270 | 198.15 | 53,500.5 |
| 140 | Sand cast iron S&S as per IS - 3989 | Each | 150 | 705.2 | 1,05,780 |
| 141 | Sand cast iron S&S as per IS : 3989 | Each | 150 | 570.05 | 85,507.5 |
| 142 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 145 | 115.3 | 16,718.5 |
| 143 | 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 | 145 | 168.35 | 24,410.75 |
| 144 | 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 | 75 | 231.95 | 17,396.25 |
| 145 | 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 | 100 | 708.95 | 70,895 |
| 146 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 480 | 272 | 1,30,560 |
| 147 | PN - 16 Pipe, 40mm OD (SDR-7.4) | Metre | 480 | 545.75 | 2,61,960 |
| 148 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 720 | 477.85 | 3,44,052 |
| 149 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 480 | 515.2 | 2,47,296 |
| 150 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 720 | 561.45 | 4,04,244 |
| 151 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 480 | 224.95 | 1,07,976 |
| 152 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 240 | 265.05 | 63,612 |
| 153 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 240 | 316.25 | 75,900 |
| 154 | PN - 16 Pipe, 40 mm OD (SDR-7.4) | Metre | 240 | 415.1 | 99,624 |
| 155 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 240 | 450.95 | 1,08,228 |
| 156 | PPR Union 20mm | Each | 75 | 315.5 | 23,662.5 |
| 157 | PPR Union 25mm | Each | 75 | 334 | 25,050 |
| 158 | PPR Union 32mm | Each | 75 | 403.7 | 30,277.5 |
| 159 | PPR Union 40mm | Each | 75 | 543.1 | 40,732.5 |
| 160 | PPR Union 50mm | Each | 75 | 782.1 | 58,657.5 |
| 161 | 15 mm nominal dia Pipes | Metre | 480 | 497.8 | 2,38,944 |
| 162 | 20 mm nominal dia Pipes | Metre | 480 | 537.6 | 2,58,048 |
| 163 | 25 mm nominal dia Pipes | Metre | 600 | 355.4 | 2,13,240 |
| 164 | 32 mm nominal dia Pipes | Metre | 600 | 438.6 | 2,63,160 |
| 165 | 50 mm nominal dia Pipes | Metre | 600 | 794.25 | 4,76,550 |
| 166 | 15 mm nominal bore | Each | 360 | 353.25 | 1,27,170 |
| 167 | 15 mm nominal bore | Each | 180 | 353.25 | 63,585 |
| 168 | 25 mm nominal bore | Each | 100 | 622.4 | 62,240 |
| 169 | 150 mm diameter | Each | 100 | 222.35 | 22,235 |
| 170 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in- charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support including fittings & fixtures for tank shall be paid separately. | Per Litre | 50000 | 11 | 5,50,000 |
| 171 | 15 mm nominal bore | Each | 120 | 506.8 | 60,816 |
| 172 | 15 mm nominal bore | Each | 100 | 820.7 | 82,070 |
| 173 | 15 mm nominal bore | Each | 145 | 670.45 | 97,215.25 |
| 174 | 15mm nominal bore | Each | 145 | 574.3 | 83,273.5 |
| 175 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 50 | 161.2 | 8,060 |
| 176 | 100 mm dia | Each | 25 | 8,893 | 2,22,325 |
| 177 | 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 | 145 | 111.45 | 16,160.25 |
| 178 | 300 mm dia Ductile Iron Class K-9 pipes | Metre | 1400 | 4,344.4 | 60,82,160 |
| 179 | 450 mm dia Ductile Iron Class K-9 pipes | Metre | 600 | 7,976.85 | 47,86,110 |
| 180 | 15 mm nominal bore, weighing not less than 32 gms | Each | 120 | 53.6 | 6,432 |
| 181 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. | Each | 240 | 452 | 1,08,480 |
| 182 | For 15.88mm outer dia pipe | Each | 240 | 99.6 | 23,904 |
| 183 | For 22.22 mm outer dia pipe | Each | 240 | 113.8 | 27,312 |
| 184 | For 28.58 mm outer dia pipe | Each | 240 | 163.6 | 39,264 |
| 185 | For 34.00 mm outer dia pipe | Each | 240 | 204.85 | 49,164 |
| 186 | For 42.70 mm outer dia pipe | Each | 240 | 221.95 | 53,268 |
| 187 | For 48.60 mm outer dia pipe | Each | 240 | 273.15 | 65,556 |
| 188 | 100 mm diameter S.W. pipe | Metre | 240 | 964.75 | 2,31,540 |
| 189 | 150 mm dia. R.C.C. pipe | Metre | 600 | 556.45 | 3,33,870 |
| 190 | 300 mm dia. R.C.C. pipe | Metre | 960 | 994.3 | 9,54,528 |
| 191 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 120 | 26,405.5 | 31,68,660 |
| 192 | Rectangular shape 600x450 mm internal dimensions | Each | 60 | 1,437.65 | 86,259 |
| 193 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 40 | 26,861.9 | 10,74,476 |
| 194 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 600 | 530.9 | 3,18,540 |
| 195 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 840 | 598.6 | 5,02,824 |
| 196 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 600 | 1,505.25 | 9,03,150 |
| 197 | Upto 5mm depth and 5 mm width | Metre | 4800 | 96.75 | 4,64,400 |
| 198 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. | Each | 300 | 528.85 | 1,58,655 |
| 199 | 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 | 840 | 617.05 | 5,18,322 |
| 200 | P r o v i d i n g and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric water proofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in- Charge. | Sqm | 8510 | 563.1 | 47,91,981 |
| 201 | 200 mm nominal size dia | Metre | 720 | 1,255.7 | 9,04,104 |
| 202 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 360 | 1,509.8 | 5,43,528 |
| 203 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 360 | 1,538.25 | 5,53,770 |
| 204 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | cum | 240 | 1,538.25 | 3,69,180 |
| 205 | Frame size 45 x 70 mm | Metre | 600 | 705.85 | 4,23,510 |
| 206 | Frame size 45 x 85 mm | Metre | 360 | 926.35 | 3,33,486 |
| 207 | Frame size 50 x 100 mm | Metre | 360 | 947.7 | 3,41,172 |
| 208 | Frame size 50 x 125 mm | Metre | 360 | 1,075.7 | 3,87,252 |
| 209 | 30 mm thick | Sqm | 600 | 4,764.2 | 28,58,520 |
| 210 | 35 mm thick | Sqm | 300 | 5,432.85 | 16,29,855 |
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