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Tender Value
₹37.9 Cr
EMD Value
₹20.5 L
Closing Date
25 Feb 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
TENDER
13 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual Turnover of V/N or 'V' whichever is less, where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of ''total contractual payments'' in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. The similar nature of work as mentioned above means that the work of "Any Civil Engineering work"
90 conditions · 24 needing a document upload
Documents to be attached in Electronic Mode
Scanned copy/copies of proof(s) of Technical Eligibility Criteria as mentioned in Standard Technical Criteria
Scanned copy/copies of proof(s) of Financial Eligibility Criteria as mentioned in Standard Financial Criteria
Scanned copy of Statement of Completed Works in the Last Three Financial Years
Scanned copy of List of Machinery, Tools, Plants & Staff to be Deployed on this work (As per Pro forma - V & VII respectively)
Required documents in case of Proprietary Firm / Concern OR Partnership Firm OR Limited Company OR Joint Venture Firm as mentioned in Commercial Compliance (If Applicable and whichever is applicable)
Scanned copy of Test report of ballast and / or any other items (If Applicable) - For tenders consisting the item of ballast supply or any other item where test report is required to be submitted
Tenderers are required to quote their Permanent Account Number in the tender document.
Tenderers are required to submit their bank details i.e. Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number.
Central Government/State Government/Local bodies, Sales tax/Commercial tax/GST at the rate prescribed by the Government of India/Madhya Pradesh state government for works contracts will be recovered from the bills from time to time for works carried out in the state of Madhya Pradesh.
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
Status of firm (Perform I)
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.
Certificate to prove the Financial Eligibility as given in Financial Eligibility Criteria. Any one of the following certificates will be accepted:
Copy of certificate from the employer / client
Audited balance sheet/Income Tax Returns certified by the Chartered Accountant for qualifying period. ( For the duration of qualifying period for which the balance sheet is not audited i.e., for pervious / current financial year, a certificate issued by Chartered Accountant indicating explicitly contract receipts details of various organizations (Name of organization, Agreement wise receipts etc.,) is to be enclosed along with the tender documents. The tenderers may note that CA's certificate alone without copies of Audited Balance sheets/Income Tax Returns will not be considered for evaluation).
Affidavit / Certificate in case of Proprietary Firm / Concern Next
Details of Partnership Deed (If applicable):
Copy of Current Partnership Deed (If applicable)
Copy of Registration Certificate for the current partnership deed in the prescribed form issued by the registrar of firms for the changes in the constitution of the partnership deed, if any (If applicable)
Original Special Power of Attorney (duly registered / notarised as per the prevailing law) (If applicable)
Details of Limited Company (If Applicable):
Copy of Memorandum of Association and Articles of Association of the Company (If applicable)
Copy of incorporation certificate of the Company (If Applicable)
Copy of certificate issued by Registrar of Companies in regard of change of name, if any (If Applicable)
Copy of General Power of Attorney / Original Special Power of Attorney (duly registered / notarised as per the prevailing law) (If Applicable)
Copies of complete documents establishing the Merger / De- Merger / conversion / Taking over / acquisition / Sale etc. of the Limited Company (If Applicable)
Copies of those Partnership / Joint Venture(s) Deeds covering the period from the date of commencement to the date of completion of the work for which credentials are submitted, mentioning the share of the limited company OR Copies of the experience certificates issued to the limited company mentioning the share of interest in that partnership/Joint venture(s) Deeds (If Applicable)
Details of Joint Venture Firm (If Applicable):
Copy of the Memorandum of Understanding of Joint Venture Firm (Joint Venture Agreement) as per Pro forma on a non-judicial stamp paper of appropriate value as per the stamp duty Act (If applicable)
Consent of all partners of the Partnership Firm to enter into the Joint Venture Agreement on a stamp paper of an appropriate value in original in case of Partnership Firm as a Partner of JV OR Copy of Board of Directors resolution certified by Company Secretary / Auditor / Competent Authority consenting agreeing for entering into Joint Venture Agreement in case of limited companies (If Applicable)
Copy of General Power of Attorney / Original Special Power of Attorney (duly registered / notarized as per the prevailing law) (If Applicable)
In case of members belonging to sole proprietary concern / firm partnership Firms / Limited Companies, additional documents, as applicable for these entities and as indicated in the tender document, should also be furnished (If Applicable)
Copies of those Partnership(s) / Joint Venture(s) Deeds covering the period from the date of commencement to the date of completion of the work for which credential / experience certificate is submitted, as the case may be, mentioning the share of the said member in the Joint Venture / Partnership should be submitted along with tender OR The copies of the experience certificate issued for the said member, the Joint Venture firm mentioning the share of interest in that Partnership / Joint Venture(s) Deeds (If Applicable)
Details of HUF / Society or any other type of organization / firm (If Applicable):
Documents in support of formation and registration (If Applicable)
Working instructions of the organization (If Applicable)
Copy of General Power of Attorney / Original Special Power of Attorney (duly registered / notarised as per the prevailing law) (If Applicable)
Test report of ballast and / or any other items (If Applicable)
Any other document considered necessary for evaluation of the offer (If Applicable)
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.
Mandatory list of items/Documents as per Proforma -IX
Bid capacity as per Annexure C of tender document
Balance Work of Omkareshwar Station Building, Construction of Retaining wall, toe wall, Boundary wall, drain, Approach of ROB and other Miscellaneous work Like Compound wall, Circulating Area, Approach Road, RCC Overhead water tank, RPF Barrack etc. at Mukhtiyara Balwada, Barwaha, Omkareswar, Sanawad station in connection with Gauge conversion project of Dr Ambedkar Nagar (MHOW)- Sanawad section in Ratlam Division of western railway.
DADN-SWD-RKGC-17
DADN-SWD-RKGC-17
Open
Works - General
15 Months
Unknown (Unspecified Location)
₹0
₹20.5 L
25 Feb 2026
29 Jan 2026
198 items across 10 schedules · ₹29,64,73,262.7 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 13920 | 177.5 | 24,70,800 |
| 2 | Ordinary rock | cum | 1230 | 498.9 | 6,13,647 |
| 3 | All kinds of soil. | cum | 3930 | 260.3 | 10,22,979 |
| 4 | Ordinary rock | cum | 950 | 632.95 | 6,01,302.5 |
| 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 | 5290 | 196 | 10,36,840 |
| 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 | 620 | 700.5 | 4,34,310 |
| 7 | 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 | 5770 | 7,294.7 | 4,20,90,419 |
| 8 | Foundations, footings, bases for columns | Sqm | 3100 | 392.15 | 12,15,665 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1750 | 392.15 | 6,86,262.5 |
| 10 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 10040 | 842.5 | 84,58,700 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1030 | 927.25 | 9,55,067.5 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 2720 | 736.4 | 20,03,008 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 6380 | 961.3 | 61,33,094 |
| 14 | Under 20 cm wide | Metre | 960 | 208.55 | 2,00,208 |
| 15 | 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 | 120 | 10,585.9 | 12,70,308 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1910 | 9,504.75 | 1,81,54,072.5 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1090 | 9,860.4 | 1,07,47,836 |
| 18 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 3570 | 733.5 | 26,18,595 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 230 | 7,132.25 | 16,40,417.5 |
| 20 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 700 | 9,344.35 | 65,41,045 |
| 21 | Area of slab upto 0.50 sqm | Sqm | 470 | 5,413.5 | 25,44,345 |
| 22 | Area of slab over 0.50 sqm | Sqm | 70 | 5,136.3 | 3,59,541 |
| 23 | 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 | 830 | 1,267.95 | 10,52,398.5 |
| 24 | Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws | Sqm | 80 | 4,402.85 | 3,52,228 |
| 25 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 210 | 3,473.85 | 7,29,508.5 |
| 26 | 300x16 mm | Each | 210 | 216.55 | 45,475.5 |
| 27 | 150x10 mm | Each | 100 | 59.45 | 5,945 |
| 28 | 100 mm | Each | 190 | 32.55 | 6,184.5 |
| 29 | Twin rubber stopper | Each | 100 | 72.35 | 7,235 |
| 30 | Extruded section profile size 48x40 mm | Metre | 140 | 270.2 | 37,828 |
| 31 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer- in-charge. | Sqm | 110 | 3,253.8 | 3,57,918 |
| 32 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 110 | 8,595.15 | 9,45,466.5 |
| 33 | 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 | 160 | 1,096.55 | 1,75,448 |
| 34 | Size of Tile 600x600 mm | Sqm | 2580 | 1,553.45 | 40,07,901 |
| 35 | Size of Tile 600x600 mm | Sqm | 170 | 1,623.05 | 2,75,918.5 |
| 36 | 75 mm diameter | Metre | 320 | 248.8 | 79,616 |
| 37 | 110 mm diameter | Metre | 610 | 377.4 | 2,30,214 |
| 38 | 75 mm bend | Each | 110 | 105.9 | 11,649 |
| 39 | 110 mm bend | Each | 110 | 150.35 | 16,538.5 |
| 40 | 110 mm Shoe | Each | 110 | 131.85 | 14,503.5 |
| 41 | 1:6 (1 cement: 6 fine sand) | Sqm | 7660 | 333.35 | 25,53,461 |
| 42 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 6790 | 518.55 | 35,20,954.5 |
| 43 | 1:3 (1 cement : 3 fine sand) | Sqm | 2390 | 300.45 | 7,18,075.5 |
| 44 | Ordinary cement finish using ordinary cement | Sqm | 3500 | 886.6 | 31,03,100 |
| 45 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 9500 | 262.7 | 24,95,650 |
| 46 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 12800 | 116.9 | 14,96,320 |
| 47 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 2610 | 160.6 | 4,19,166 |
| 48 | 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 | 16370 | 193.7 | 31,70,869 |
| 49 | Two or more coats on new work | Sqm | 2240 | 155.9 | 3,49,216 |
| 50 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 410 | 2,434.25 | 9,98,042.5 |
| 51 | 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 | 100 | 3,551.25 | 3,55,125 |
| 52 | In cement mortar | cum | 1650 | 2,060.2 | 33,99,330 |
| 53 | In cement mortar | cum | 1220 | 2,458.95 | 29,99,919 |
| 54 | Of area 3 sq. metres and below | Each | 190 | 367.2 | 69,768 |
| 55 | Of area beyond 3 sq. metres | Each | 190 | 502.75 | 95,522.5 |
| 56 | R.S. Joists | Kg | 163290 | 3.4 | 5,55,186 |
| 57 | Channels, angles, tees and flats | Kg | 27950 | 2.3 | 64,285 |
| 58 | 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 | 86250 | 5.65 | 4,87,312.5 |
| 59 | For thickness of tiles 10 mm to 25 mm | Sqm | 3190 | 73.4 | 2,34,146 |
| 60 | G.S. Sheet | Sqm | 1870 | 164.95 | 3,08,456.5 |
| 61 | Asbestos Cement sheet | Sqm | 1870 | 77.3 | 1,44,551 |
| 62 | Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately), including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | cum | 160 | 2,664.65 | 4,26,344 |
| 63 | Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 1040 | 253.9 | 2,64,056 |
| 64 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 27590 | 218.9 | 60,39,451 |
| 65 | 63 mm to 45 mm size stone aggregate | cum | 9600 | 1,636.05 | 1,57,06,080 |
| 66 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 7790 | 1,046.95 | 81,55,740.5 |
| 67 | With G.I. barbed wire | Metre | 7960 | 22.1 | 1,75,916 |
| 68 | Cement concrete prepared with batch mixing machine | cum | 7520 | 10,529.35 | 7,91,80,712 |
| 69 | 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 | 900 | 972 | 8,74,800 |
| 70 | 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 | 60 | 10,117.6 | 6,07,056 |
| 71 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 40 | 6,767.4 | 2,70,696 |
| 72 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 20 | 6,515.55 | 1,30,311 |
| 73 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 50 | 2,648.85 | 1,32,442.5 |
| 74 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 20 | 1,879.2 | 37,584 |
| 75 | 610x460 mm bowl depth 200 mm | Each | 20 | 3,873.8 | 77,476 |
| 76 | 40 mm dia | Each | 70 | 119.55 | 8,368.5 |
| 77 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 70 | 53.25 | 3,727.5 |
| 78 | Rectangular shape 453x357 mm | Each | 10 | 1,361.8 | 13,618 |
| 79 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 20 | 18,212.9 | 3,64,258 |
| 80 | 15 mm nominal dia Pipes | Metre | 1110 | 497.8 | 5,52,558 |
| 81 | 25 mm nominal dia Pipes | Metre | 1110 | 627.25 | 6,96,247.5 |
| 82 | 15 mm dia nominal bore | Metre | 370 | 366.4 | 1,35,568 |
| 83 | 25 mm dia nominal bore | Metre | 1110 | 551.7 | 6,12,387 |
| 84 | 50 mm dia nominal bore | Metre | 950 | 1,048.35 | 9,95,932.5 |
| 85 | 50 mm dia nominal bore | Metre | 950 | 762.15 | 7,24,042.5 |
| 86 | 80 mm dia nominal bore | Metre | 950 | 1,041.7 | 9,89,615 |
| 87 | 25 to 40 mm nominal bore | Each | 170 | 911.9 | 1,55,023 |
| 88 | 50 to 80 mm nominal bore | Each | 90 | 1,785.35 | 1,60,681.5 |
| 89 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). | Each | 70 | 812.3 | 56,861 |
| 90 | 25 mm nominal bore | Each | 40 | 622.4 | 24,896 |
| 91 | Horizontal | Each | 20 | 591.4 | 11,828 |
| 92 | Vertical | Each | 20 | 624.1 | 12,482 |
| 93 | Horizontal | Each | 20 | 3,664.75 | 73,295 |
| 94 | Vertical | Each | 20 | 3,855.4 | 77,108 |
| 95 | 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 | 32000 | 11 | 3,52,000 |
| 96 | 15 mm nominal bore | Each | 90 | 506.8 | 45,612 |
| 97 | 15 mm nominal bore | Each | 50 | 670.45 | 33,522.5 |
| 98 | 100 mm nominal dia | Each | 70 | 37.6 | 2,632 |
| 99 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 30 | 121.4 | 3,642 |
| 100 | 600 mm dia RCC pipes. | Metre | 1400 | 3,401.25 | 47,61,750 |
| 101 | 1200 mm dia RCC pipes. (Laying by manual/ mechanical means) | Metre | 200 | 9,126.2 | 18,25,240 |
| 102 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 3090 | 495.05 | 15,29,704.5 |
| 103 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 2060 | 598.6 | 12,33,116 |
| 104 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 170 | 1,176.8 | 2,00,056 |
| 105 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 1400 | 1,684.6 | 23,58,440 |
| 106 | 300 mm dia | Metre | 20 | 707.75 | 14,155 |
| 107 | 300 mm dia | Metre | 90 | 1,695.1 | 1,52,559 |
| 108 | 300 mm dia | Metre | 20 | 825.7 | 16,514 |
| 109 | 300 mm dia | Metre | 110 | 1,870.6 | 2,05,766 |
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