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Tender ID
Tender Value
₹87.9 Cr
EMD Value
₹45.5 L
Closing Date
26 Mar 2026, 3:00 pmClosed
Yes (up to 2 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
TENDER
14 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 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 involving "Earthwork in formation (should have Track Works experience in same or other work)"/ "Steel Railway Bridge"/ "Concrete Railway Bridge"/ "Composite Railway Bridge"/ "Railway Over Bridge"/ "Railway Foot Over Bridge")
56 conditions · 19 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
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
CERTIFICATE TO BE SUBMITTED/ UPLOADED BY TENDERER ALONGWITH THE TENDER DOCUMENTS as per annexure V & V(A)
Detail of Bank and PAN(Mandate Form as per annexure XXII)
Bid capacity as per Annexure XI, XII & XIII of tender document
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)
Status of firm (Annexure II)
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
Earthwork & Blanketing in embankment /cutting in formation of BG line including yards, bridge approaches etc., Construction of bridge work (Major/Minor/RUBs, sub structure and super structure) as per Railway's approved Design and Drawing, construction of Retaining/Toe wall/Diversion Drain, Construction of passenger amenities, Foot Over Bridge, yard drain,Supply & spreading of machine crushed stone ballast, Laying and linking of BG track for Main line, loop lines and Points & Crossing etc. in section/ yards, Transportation of P.Way materials, Welding of Rails, and other incidental miscellaneous works etc. between Naikheri station (Excluding) - Chintaman Ganesh in connection with new Ujjain Bypass line for Simhastha - 2028.
IND-UJN-SIMHASTHA-2R
IND-UJN-SIMHASTHA-2R
Open
Works - General
18 Months
Unknown (Unspecified Location)
₹0
₹45.5 L
26 Mar 2026
3 Mar 2026
12 Mar 2026
373 items across 12 schedules · ₹1,23,03,82,486.13 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 4006.35 | 177.5 | 7,11,127.13 |
| 2 | All kinds of soil. | cum | 801.36 | 260.3 | 2,08,594.01 |
| 3 | Ordinary rock | cum | 500.85 | 632.95 | 3,17,013.01 |
| 4 | 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 | 2508.56 | 196 | 4,91,677.76 |
| 5 | 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 | 80.81 | 700.5 | 56,607.41 |
| 6 | All kinds of soil | cum | 362.1 | 126.8 | 45,914.28 |
| 7 | All kinds of soil | Sqm | 84.64 | 34.15 | 2,890.46 |
| 8 | 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 | 2816.61 | 8340.85 23492921.52 | — |
| 9 | 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 | 500 | 7,178.75 | 35,89,375 |
| 10 | Foundations, footings, bases for columns | Sqm | 26.81 | 392.15 | 10,513.54 |
| 11 | 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 | 60.62 | 495.75 | 30,052.37 |
| 12 | Concrete of M10 grade with minimum cement content of 220 kg /cum | cum | 21.1 | 8,835.15 | 1,86,421.67 |
| 13 | 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 | 912.76 | 9,045.75 | 82,56,598.77 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 5635.77 | 392.15 | 22,10,067.21 |
| 15 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 565 | 842.5 | 4,76,012.5 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 89.79 | 927.25 | 83,257.78 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 252.99 | 736.4 | 1,86,301.84 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1079.86 | 961.3 | 10,38,069.42 |
| 19 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 5.4 | 951.1 | 5,135.94 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 710.67 | 9,504.75 | 67,54,740.68 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 210.73 | 9,860.4 | 20,77,882.09 |
| 22 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 2704.06 | 733.5 | 19,83,428.01 |
| 23 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 1044.71 | 9,344.35 | 97,62,135.89 |
| 24 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 31.65 | 8,752.55 | 2,77,018.21 |
| 25 | Area of slab upto 0.50 sqm | Sqm | 13.39 | 5,413.5 | 72,486.77 |
| 26 | Area of slab over 0.50 sqm | Sqm | 23.67 | 5,136.3 | 1,21,576.22 |
| 27 | 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 | 33.48 | 1,267.95 | 42,450.97 |
| 28 | 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 | 16.8 | 2,969.25 | 49,883.4 |
| 29 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 48 | 492.7 | 23,649.6 |
| 30 | Light shade pigment using white cement | Sqm | 910 | 1,402 | 12,75,820 |
| 31 | 25 mm thick | Sqm | 1107.24 | 1,948.25 | 21,57,180.33 |
| 32 | Providing and fixing 1st quality ceramic glazed floor 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 | 40.49 | 1,112.7 | 45,053.22 |
| 33 | Size of Tile 600x600 mm | Sqm | 233.2 | 1,553.45 | 3,62,264.54 |
| 34 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Metre | 20 | 1,083.3 | 21,666 |
| 35 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 20 | 1,863.9 | 37,278 |
| 36 | Ridges plain (500 - 600mm) | Metre | 112 | 532.35 | 59,623.2 |
| 37 | 0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000 mm. | Sqm | 477.9 | 1,034.1 | 4,94,196.39 |
| 38 | 1:6 (1 cement: 6 fine sand) | Sqm | 363.2 | 333.35 | 1,21,072.72 |
| 39 | 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 | 8368.05 | 518.55 | 43,39,252.33 |
| 40 | 1:3 (1 cement : 3 fine sand) | Sqm | 72 | 300.45 | 21,632.4 |
| 41 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 541.24 | 262.7 | 1,42,183.75 |
| 42 | 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 | 541.24 | 185.65 | 1,00,481.21 |
| 43 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 719.29 | 116.9 | 84,085 |
| 44 | 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 | 1300 | 160.6 | 2,08,780 |
| 45 | 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 | 100 | 170.7 | 17,070 |
| 46 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 100.62 | 2,434.25 | 2,44,934.24 |
| 47 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 99.47 | 1,503.6 | 1,49,563.09 |
| 48 | 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 | 295.11 | 3,551.25 | 10,48,009.39 |
| 49 | In cement mortar | cum | 100 | 2,060.2 | 2,06,020 |
| 50 | R.S. Joists | Kg | 500 | 3.4 | 1,700 |
| 51 | Channels, angles, tees and flats | Kg | 500 | 2.3 | 1,150 |
| 52 | 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 | 8000 | 5.65 | 45,200 |
| 53 | For thickness of tiles 10 mm to 25 mm | Sqm | 100 | 73.4 | 7,340 |
| 54 | 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 | 12000 | 218.9 | 26,26,800 |
| 55 | 63 mm to 45 mm size stone aggregate | cum | 3075 | 1,636.05 | 50,30,853.75 |
| 56 | 53 mm to 22.4 mm size stone aggregate | cum | 1100 | 1,842.3 | 20,26,530 |
| 57 | Stone screening 13.2 mm nominal size (Type A) | cum | 750 | 2,034.35 | 15,25,762.5 |
| 58 | Moorum | cum | 550 | 768.25 | 4,22,537.5 |
| 59 | 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 | 4475 | 1,046.95 | 46,85,101.25 |
| 60 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 5500 | 60.5 | 3,32,750 |
| 61 | With paving Asphalt grade VG - 30 with no solvent | Sqm | 5500 | 294.95 | 16,22,225 |
| 62 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 5500 | 88.55 | 4,87,025 |
| 63 | Cement concrete prepared with batch mixing machine | cum | 3000 | 10,529.35 | 3,15,88,050 |
| 64 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion j o i n t s in roads / pavements all complete as per direction of the Engineer-in-Charge. | per cm depth per cm width per metre length | 72000 | 8.65 | 6,22,800 |
| 65 | 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 | 2000 | 972 | 19,44,000 |
| 66 | 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 | 100 | 10,117.6 | 10,11,760 |
| 67 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 300 | 2,017.6 | 6,05,280 |
| 68 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 8 | 6,515.55 | 52,124.4 |
| 69 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 8 | 6,258.75 | 50,070 |
| 70 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 8 | 2,648.85 | 21,190.8 |
| 71 | White solid plastic seat with lid | Each | 8 | 684.85 | 5,478.8 |
| 72 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 8 | 1,034.8 | 8,278.4 |
| 73 | Circular shape 450 mm dia | Each | 8 | 1,479.05 | 11,832.4 |
| 74 | 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 | 8 | 1,083.5 | 8,668 |
| 75 | C.P. brass | Each | 8 | 803.7 | 6,429.6 |
| 76 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 70 | 1,151.9 | 80,633 |
| 77 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 50 | 1,044.75 | 52,237.5 |
| 78 | 75 mm dia pipe | Each | 120 | 168.2 | 20,184 |
| 79 | Sand cast iron S&S as per IS - 1729 | Each | 8 | 811.9 | 6,495.2 |
| 80 | Sand cast iron S&S as per IS - 1729 | Each | 8 | 883 | 7,064 |
| 81 | 100 mm dia | Metre | 70 | 713.2 | 49,924 |
| 82 | 75 mm dia | Metre | 50 | 513.25 | 25,662.5 |
| 83 | 20 mm nominal dia Pipes | Metre | 120 | 335 | 40,200 |
| 84 | 25 mm nominal dia Pipes | Metre | 60 | 401.55 | 24,093 |
| 85 | 15 mm nominal dia Pipes | Metre | 60 | 497.8 | 29,868 |
| 86 | 25 mm nominal dia Pipes | Metre | 60 | 627.25 | 37,635 |
| 87 | 15 mm dia nominal bore | Metre | 60 | 366.4 | 21,984 |
| 88 | 25 mm dia nominal bore | Metre | 60 | 551.7 | 33,102 |
| 89 | 15 mm nominal bore | Each | 28 | 353.25 | 9,891 |
| 90 | 20 mm nominal bore | Each | 10 | 462.5 | 4,625 |
| 91 | 20 mm nominal bore | Each | 12 | 93.55 | 1,122.6 |
| 92 | Up to 300 mm dia | Quintal | 10 | 6,352.4 | 63,524 |
| 93 | 150 mm diameter pipe | Each | 1000 | 387.4 | 3,87,400 |
| 94 | Class II | Each | 5 | 7,312.4 | 36,562 |
| 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 | 2000 | 11 | 22,000 |
| 96 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 14 | 112.8 | 1,579.2 |
| 97 | 100 mm nominal dia | Each | 12 | 37.6 | 451.2 |
| 98 | 450 mm dia. R.C.C. pipe | Metre | 1000 | 1,620.95 | 16,20,950 |
| 99 | 600 mm dia. R.C.C. pipe | Metre | 1000 | 2,243.4 | 22,43,400 |
| 100 | 450 mm dia RCC pipes. | Metre | 30 | 3,053.55 | 91,606.5 |
| 101 | 600 mm dia RCC pipes. | Metre | 10 | 3,934.75 | 39,347.5 |
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