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Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
29 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WORKS
14 conditions · 3 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees. N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. (For details refer tender documents)
Defination of Similar Work:- Construction of any building with RCC framed structure.
31 conditions · 2 needing a document upload
The tenderer(s) should submit the BID SECURITY in acceptable form i.e. only through net banking or e-payment gateway or submitted as Bank Guarantee Bond from a Scheduled Nationalized bank of India or as mentioned in the tender documents. The Bank Guarantee Bond shall be as per Annexure- VI(A) and shall be valid for a period of 90 days beyond the bid validity period.( NOTE: For submission of Bid Security in the form of Bank Guarantee, all the procedures mentioned at Para-5 Bid Security (3)(i) to (vii) mentioned in the tender document should invariably be followed.)
Whether History sheet of tenderers (Annexure-2 of Part-II of Tender documents) uploaded duly filled in with supportive documents.
Whether the details of facilities available vis-a-vis the requirements mentioned in STR in a tabular/narrative form if you are not on the approved list of RDSO, if required in the Annexed Document, is submitted.
Whether, EACH PAGE of the copy of documents/certificates in support of credential is self attested/digitally signed by tenderer/authorised representative with signature, stamp & date.
Whether all the documents related "Mandatory Requirement", as applicable and mentioned in the bid documents are enclosed with the tender.
Please submit bank details as per enclosed Annexure-12 of Part - II of Tender Documents or photo copy of a "Cancelled Cheque". (For details refer tender documents)
Please submit Certificate of Familiarisation as per Annexure-1 of Part-II of Tender Documents. (For details refer tender documents)
Please submit required details as required from Annexure 2 to 11 of Part-II of Tender documents duly filled in and signed. Supportive documents/separate sheet are to be submitted, if required. Annex-2: HISTORY SHEET OF THE TENDERER, Annex-3: TECHNICAL EIGIBILITY CRITERIA, Annex-4: DETAILS OF CONSTRUCTIONS MACHINERIES, TOOLS & PLANTS, VEHICLES ETC. AVAILABLE (ON HAND AND PROPOSED TO BE UTILISED, Annex-5: DETAILS OF TECHNICAL AND OTHER PERSONNELS AVAILABLE ON HAND & PROPOSED TO BE ENGAGED. Annex- 6: DETAILS OF WORKS COMPLETED DURING PREVIOUS THREE FINANCAIL YEARS & CURRENT YEAR, Annex-7: DETAILS OF WORKS ON HAND, Annex- 8: DECLARATION REGARDING ASSOCIATION OF RAILWAY OFFICER (S) WITH TENDERER(S), A n n e x - 9 : LIST OF COURT CASES, Annex-10: LIST OF ARBITRATION CASES. Annex- 11: BROAD PLAN FOR EXECUTION OF THIS WORK. (For details refer tender documents)
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 shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. If it is NOT mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm/Partnership firm/Joint Venture/Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender . The tenderer(s) shall enclose the attested copies of the constitution of their concern and copy of PAN card along with the tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be. (for details refer tender documents) NOTE: Any document containing PAN number of the tenderer(s) shall also be considered in lieu of PAN card. However, if no document having mention of PAN number is uploaded, offer will be summarily rejected. (For details refer Tender documents)
For all tenders having advertised cost of Rs.10 lakh or above, the contractor shall have to submit the option to take payment from Railways through a letter of credit (LC) arrangement. The tenderer shall affirm having read over and agreed to the terms and conditions of the LC option. The option of taking payment through LC arrangement, once exercised by tenderer at the time of bidding, shall be final and no change shall be permitted, thereafter, during execution of contract. (The tenderer have to submit the option to take payment from Railway through a Letter of Credit arrangement) (For details refer Tender documents)
The list of personnel / organization on hand and proposed to be engaged for the tendered work. Similarly, list of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work. (For details refer tender documents)
Documents to be submitted as per Clause 14 of GCC-April 2022 in support of (a)Sole Proprietorship firm (b) HUF (c) Partnership Firm (d) Joint Venture (JV) (e) Company registered under Companies Act 2013 (f) LLP (Limited Liability Partnership) (g) Registered Society & Registered Trust. (for details refer tender documents) NOTE: Non submission of above documents will lead to summarily rejection of the offer.
Proposed construction of 20 bedded Running Room at Chatrapur(CAP) of Khurda Road Division.
etenderSoutkur-02-2026
etenderSoutkur-02-2026
Open
Works - General
12 Months
Khordha, Odisha
₹0
₹5.5 L
29 Apr 2026
6 Apr 2026
15 Apr 2026
110 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1177 | 177.5 | 2,08,917.5 |
| 2 | All kinds of soil. | cum | 500 | 260.3 | 1,30,150 |
| 3 | 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 | 1050 | 196 | 2,05,800 |
| 4 | 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 | 100 | 700.5 | 70,050 |
| 5 | All kinds of soil | cum | 600 | 126.8 | 76,080 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 400 | 2,123.75 | 8,49,500 |
| 7 | 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 | 60 | 7,878.5 | 4,72,710 |
| 8 | 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 | 70 | 7,178.75 | 5,02,512.5 |
| 9 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 126 | 6,812 | 8,58,312 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 345 | 392.15 | 1,35,291.75 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 415 | 927.25 | 3,84,808.75 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 781 | 736.4 | 5,75,128.4 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 370 | 961.3 | 3,55,681 |
| 14 | Stairs, (excluding landings) except spiral- staircases | Sqm | 35 | 764.95 | 26,773.25 |
| 15 | Under 20 cm wide | Metre | 125 | 208.55 | 26,068.75 |
| 16 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 30 | 951.1 | 28,533 |
| 17 | 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 | 4 | 10,585.9 | 42,343.6 |
| 18 | Providing, transporting, 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 | 3 | 20,355.8 | 61,067.4 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 27270 | 107.85 | 29,41,069.5 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 16250 | 107.85 | 17,52,562.5 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 202 | 9,504.75 | 19,19,959.5 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 130 | 9,860.4 | 12,81,852 |
| 23 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 100 | 733.5 | 73,350 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 181 | 7,132.25 | 12,90,937.25 |
| 25 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 225 | 8,752.55 | 19,69,323.75 |
| 26 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 30 | 1,105.8 | 33,174 |
| 27 | Area of slab over 0.50 sqm | Sqm | 30 | 5,136.3 | 1,54,089 |
| 28 | Granite work | Metre | 10 | 510.95 | 5,109.5 |
| 29 | 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 | 215 | 1,267.95 | 2,72,609.25 |
| 30 | Sal wood | cum | .1 | 1,16,520.3 | 11,652.03 |
| 31 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 12.6 | 3,167.95 | 39,916.17 |
| 32 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2000 | 238.35 | 4,76,700 |
| 33 | 300x16 mm | Each | 15 | 216.55 | 3,248.25 |
| 34 | 250x10 mm | Each | 15 | 83.9 | 1,258.5 |
| 35 | 150x10 mm | Each | 15 | 59.45 | 891.75 |
| 36 | 100x60x2.50 mm | Each | 30 | 106.35 | 3,190.5 |
| 37 | 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 | 15 | 854.65 | 12,819.75 |
| 38 | Single rubber stopper | Each | 15 | 39.6 | 594 |
| 39 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 40 | 570.95 | 22,838 |
| 40 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 13 | 3,720.75 | 48,369.75 |
| 41 | Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). | Sqm | 70 | 8,298.85 | 5,80,919.5 |
| 42 | 125 mm | Each | 15 | 119.2 | 1,788 |
| 43 | 100mm | Each | 15 | 90.45 | 1,356.75 |
| 44 | Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm 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 | 20 | 2,829.25 | 56,585 |
| 45 | 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 | 100 | 133.7 | 13,370 |
| 46 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Kg | 80 | 141.7 | 11,336 |
| 47 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 680 | 172.6 | 1,17,368 |
| 48 | 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 | 200 | 772.4 | 1,54,480 |
| 49 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 12 | 1,328.35 | 15,940.2 |
| 50 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except 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 pigments etc., complete. | Sqm | 36 | 1,439.4 | 51,818.4 |
| 51 | Size of Tile 600 x 600 mm | Sqm | 230 | 1,453.65 | 3,34,339.5 |
| 52 | Size of Tile 600 x 600 mm | Sqm | 80 | 1,464.85 | 1,17,188 |
| 53 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 152 | 4,481.3 | 6,81,157.6 |
| 54 | 110 mm diameter | Metre | 48 | 377.4 | 18,115.2 |
| 55 | 110 mm bend | Each | 24 | 150.35 | 3,608.4 |
| 56 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 240 | 1,355.8 | 3,25,392 |
| 57 | 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 | 12 | 738.65 | 8,863.8 |
| 58 | Ridges plain (500 - 600mm) | Metre | 8 | 532.35 | 4,258.8 |
| 59 | 1:6 (1 cement: 6 fine sand) | Sqm | 510 | 333.35 | 1,70,008.5 |
| 60 | 1:6 (1 cement: 6 fine sand) | Sqm | 2010 | 383 | 7,69,830 |
| 61 | 1:4 (1 cement: 4 fine sand) | Sqm | 300 | 471.35 | 1,41,405 |
| 62 | 1:3 (1 cement : 3 fine sand) | Sqm | 445 | 300.45 | 1,33,700.25 |
| 63 | Neat cement punning. | Sqm | 300 | 79.95 | 23,985 |
| 64 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2165 | 262.7 | 5,68,745.5 |
| 65 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 1565 | 185.65 | 2,90,542.25 |
| 66 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 1180 | 171.1 | 2,01,898 |
| 67 | Two or more coats on new work | Sqm | 175 | 155.9 | 27,282.5 |
| 68 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 69 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 5 | 1,503.6 | 7,518 |
| 70 | 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 | 5 | 3,551.25 | 17,756.25 |
| 71 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 72 | In cement mortar | cum | 10 | 2,458.95 | 24,589.5 |
| 73 | 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 | 500 | 5.65 | 2,825 |
| 74 | For thickness of tiles 10 mm to 25 mm | Sqm | 50 | 73.4 | 3,670 |
| 75 | G.S. Sheet | Sqm | 50 | 164.95 | 8,247.5 |
| 76 | 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 | 500 | 263.95 | 1,31,975 |
| 77 | Moorum | cum | 100 | 768.25 | 76,825 |
| 78 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 12 | 10,117.6 | 1,21,411.2 |
| 79 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 214 | 1,045.65 | 2,23,769.1 |
| 80 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 1 | 6,767.4 | 6,767.4 |
| 81 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 6,515.55 | 26,062.2 |
| 82 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 5 | 3,960.55 | 19,802.75 |
| 83 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 4 | 6,940.75 | 27,763 |
| 84 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 2 | 1,648.95 | 3,297.9 |
| 85 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 2 | 4,048.65 | 8,097.3 |
| 86 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 4 | 53.25 | 213 |
| 87 | Oval shape 450x350 mm (outer dimensions) | Each | 4 | 1,377.1 | 5,508.4 |
| 88 | 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 | 4 | 1,083.5 | 4,334 |
| 89 | C.P. brass | Each | 4 | 803.7 | 3,214.8 |
| 90 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. | Each | 4 | 713.2 | 2,852.8 |
| 91 | 20 mm nominal dia Pipes | Metre | 50 | 335 | 16,750 |
| 92 | 25 mm nominal dia Pipes | Metre | 40 | 401.55 | 16,062 |
| 93 | 40 mm nominal dia Pipes | Metre | 50 | 702.95 | 35,147.5 |
| 94 | 20 mm nominal dia Pipes | Metre | 50 | 537.6 | 26,880 |
| 95 | 50 mm nominal dia Pipes | Metre | 200 | 794.25 | 1,58,850 |
| 96 | 40 mm nominal bore | Each | 6 | 826.1 | 4,956.6 |
| 97 | 20 mm nominal bore | Each | 6 | 462.5 | 2,775 |
| 98 | Horizontal | Each | 6 | 591.4 | 3,548.4 |
| 99 | 150 mm diameter | Each | 4 | 222.35 | 889.4 |
| 100 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 5000 | 11 | 55,000 |
| 101 | 15 mm nominal bore | Each | 8 | 506.8 | 4,054.4 |
| 102 | 15 mm nominal bore | Each | 5 | 798.95 | 3,994.75 |
| 103 | 15 mm nominal bore | Each | 6 | 670.45 | 4,022.7 |
| 104 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 11 | 2,707.65 | 29,784.15 |
| 105 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 6 | 12,770.55 | 76,623.3 |
| 106 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 30 | 530.9 | 15,927 |
| 107 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 2 | 1,505.25 | 3,010.5 |
| 108 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 40 | 8,042.3 | 3,21,692 |
| 109 | Frame size 65 x 125 mm | Metre | 52 | 1,381.6 | — |
| 110 | 35 mm thick | Sqm | 21 | 5,432.85 | — |
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