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Tender Value
₹27.0 Cr
EMD Value
₹15.0 L
Closing Date
25 Mar 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)
SECTION1
19 conditions · 5 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. Clear cut certification of previous year's balance sheet being not yet prepared/audited to be furnished by the chartered accountant in this regard. Without this certificate, balance sheet of the fourth previous year shall not be considered. 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. All documents signed by CA should mandatorily have Unique Document Identification Number (UDIN) on the document. The document uploaded should be verifiable from UDIN portal by entering UDIN mentioned on document. Failing this, document shall not be considered for evaluation. 10.3 Bid Capacity: The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI and Proforma -K. 10.4No Technical and Financial credentials are required for tenders having advertised value up to Rs 50 lakh. 10.5 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 or entity authorized by RBI to do so for the relevant date or immediately previous date for which rates have been published. 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 or immediately previous date for which rates have been published.
[Explanation for Para 10 of the Tender Form (Second Sheet) including Para 10.1 to 10.5 - Eligibility Criteria: 1.Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender. 2.In case a work is started prior to 07 (seven) years, ending last day of month previous to the one in which tender is invited, but completed in last 07 (seven) years, ending last day of month previous to the one in which tender is invited, the completed work shall be considered for fulfillment of credentials. 3.If a work is physically completed and completion certificate to this extent is issued by the concerned organization but final bill is pending, such work shall be considered for fulfillment of credentials 4.In case of completed work, the value of final bill (gross amount) including the PVC amount (if paid) shall be considered as the completion cost of work. In case final bill is pending, only the total gross amount already paid including the PVC amount (if paid) shall be considered as the completion cost of work. In case of substantially completed work, the total gross amount already paid including the PVC amount (if paid), as mentioned in the certificate, shall be considered as the cost of substantially completed work. 5.If a bidder has successfully completed a work as subcontractor and the work experience certificate has been issued for such work to the subcontractor by a Govt. Organization or public listed company as defined in Note for Item 10.1 Para 10 of the Tender Form (Second Sheet), the same shall be considered for the purpose of fulfillment of credentials. 6.In case a work is considered similar in nature for fulfillment of technical credentials, the overall cost including the PVC amount (if paid) of that completed work or substantially completed work, shall be considered and no separate evaluation for each component of that work shall be made to decide eligibility. 7.In case of newly formed partnership firm, the credentials of individual partners from previous propriety firm(s) or dissolved previous partnership firm(s) or split previous partnership firm(s), shall be considered only to the extent of their share in previous entity on the date of dissolution / split and their share in newly formed partnership firm. For example, a partner A had 30% share in previous entity and his share in present partnership firm is 20%. In the present tender under consideration, the credentials of partner A will be considered to the extent of 0.3*0.2*value of the work done in the previous entity. For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deed(s), dissolution deed(s) and proof of surrender of PAN No.(s) in case of dissolution of partnership firm(s) etc. (PROFORMA C2)
8.In case of existing partnership firm, if any one or more partners quit the partnership firm, the credentials of remaining partnership firm shall be re-worked out i.e., the quitting partner(s) shall take away his credentials to the extent of his share on the date of quitting the partnership firm(e.g. in a partnership firm of partners A, B & C having share 30%, 30% & 40% respectively and credentials of Rs 10 crore; in case partner C quits the firm, the credentials of this partnership firm shall remain as Rs 6 crore). For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deed(s), dissolution deed(s) and proof of surrender of PAN No.(s) in case of dissolution of partnership firm(s) etc. (PROFORMA C3) 9.In case of existing partnership firm if any new partner(s) joins the firm without any modification in the name and PAN/TAN no. of the firm, the credentials of partnership firm shall get enhanced to the extent of credentials of newly added partner(s) on the same principles as mentioned in item 6 above. For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deeds, dissolution/splitting deeds and proof of surrender of PAN No.(s) in case of dissolution of partnership firm etc. (PROFORMA C3) 10.Any partner in a partnership firm cannot use or claim his credentials in any other firm without leaving the partnership firm i.e., In a partnership firm of A&B partners, A or B partner cannot use credentials of partnership firm of A&B partners in any other partnership firm or propriety firm without leaving partnership firm of A&B partners. 11.In case a partner in a partnership firm is replaced due to succession as per succession law, the proportion of credentials of the previous partner will be passed on to the successor. (PROFORMA C3) 12.If the percentage share among partners of a partnership firm is changed, but the partners remain the same, the credentials of the firm before such modification in the share will continue to be considered for the firm as it is without any change in their value. Further, in case a partner of partnership firm retires without taking away any credentials from the firm, the credentials of partnership firm shall remain the same as it is without any change in their value. 13.In a partnership firm "AB" of A&B partners, in case A also works as propriety firm "P" or partner in some other partnership firm "AX", credentials of A in propriety firm "P" or in other partnership firm "AX" earned after the date of becoming a partner of the firm AB shall not be added in partnership firm AB. 14.In case a tenderer is LLP, the credentials of tenderer shall be worked out on above lines similar to a partnership firm. 15.In case company A is merged with company B, then company B would get the credentials of company A also. (PROFORMA E3)
The JV shall satisfy the requirement of "Financial Eligibility" mentioned at para 10.2 above. The "financial capacity" of the lead member of JV shall not be less than 51% of the financial eligibility criteria mentioned at para 10.2 above. The arithmetic sum of individual "financial capacity" of all the members shall be taken as JV's "financial capacity" to satisfy this requirement. Note: Contractual payment received by a Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying compliance of the above-mentioned financial eligibility criteria in the tender under consideration. 17.15.3 Bid Capacity The JV shall satisfy the requirement of "Bid Capacity" requirement mentioned at para 10.3 above. The arithmetic sum of individual "Bid capacity" of all the members shall be taken as JV's "Bid capacity" to satisfy this requirement.(Annexure-VI and Proforma -K)
The firm need to satisfy the financial eligibility criteria as mentioned in Para 10.2 and Para 17(For JV firm) of the tender document.
Technical Eligibility Criteria ('a' or 'b' mentioned hereunder): (a) For Works without composite components The technical eligibility for the work as per para 10.1 above, shall be satisfied by either the 'JV in its own name & style' or 'Lead member of the JV'. Each other (non-lead) member(s) of JV, who is/ are not satisfying the technical eligibility for the work as per para 10.1 above, shall have technical capacity of minimum10%of the cost of work i.e., each non-lead member of JV member must have satisfactorily completed or substantially completed during the last 07 (seven) years, ending last day of month previous to the one in which tender is invited, one similar single work for a minimum of 10% of advertised value of the tender. (b) For works with composite components The technical eligibility for major component of work as per para 10.1 above, shall be satisfied by either the 'JV in its own name & style' or 'Lead member of the JV' and technical eligibility for other component(s) of work as per para 10.1 above, shall be satisfied by either the 'JV in its own name & style' or 'any member of the JV'. Each other (non-lead) member(s) of JV, who is/ are not satisfying the technical eligibility for any component of the work as per para 10.1 above, shall have technical capacity of minimum10% of the cost of any component of work mentioned in technical eligibility criteria. i.e., each other (non-lead) member of must have satisfactorily completed or substantially completed during the last 07 (seven) years, ending last day of month previous to the one in which tender is invited, one similar single work for a minimum of 10%of cost of any component of work mentioned in technical eligibility criteria. Note for Para 17.15.1: a) The Major component of the work for this purpose shall be the component of work having highest value. In cases where value of two or more component of work is same, any one work can be classified as Major component of work. b) Value of a completed work done by a Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying his/her compliance to the above- mentioned technical eligibility criteria in the tender under consideration.
The firm need to satisfy the technical eligibility criteria as mentioned in Para 10.1 and Para 17(For JV firm) of the tender document.
Defination of Similar Work :- Any Civil Engineering work involving R.C.C. in building works
22 conditions
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.
It is the responsibility of the tenderer 1. To see corrigendum, if any to tender notice up to the date of tender opening. 2. To keep him self updated about any latest Railway Board Circulars up to the date of tender opening.
For those conditions for which standard formats have been given in the uploaded documents for providing information, it should only be submitted in these standard formats.
Postal address of Office: Office of Dy. Chief Engineer/I/Construction/PRYJ, 2nd Floor Old GM Building near Valmiki Chauraha, Prayagraj (Uttar Pradesh) 211001 Mobile Number: +91-9494866296 Email: [email protected]
Tenderers are advised to go through the 'SPECIAL CONDITIONS' thoroughly which are incorporated in tender document before quoting the rates.
Conditional tenders are liable to be rejected.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
All required document duly Signed in ink by the Tenderer and shall be uploaded. The same person shall submit the bid who has signed all the documents to be uploaded
Construction of Station building , Service buildings, New Platform, Widening and/or extension of existing platform, PF shelter, Passenger Amenities, FOB and Other Miscellaneous works at Meja Road Railway station, Pahara Railway station & Dagmagpur Railway Station , RH building between BDL-CAR and other service buildings between DDU-PRYJ in connection with DDU-PRYJ 3rd line project of Prayagraj division.
CEN-2025-06
CEN-2025-06
Open
Works - General
12 Months
Prayagraj, Uttar Pradesh
₹0
₹15.0 L
25 Mar 2026
24 Feb 2026
11 Mar 2026
266 items across 4 schedules · ₹25,12,53,331.38 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 11700 | 260.3 | 30,45,510 |
| 2 | 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 | 11125 | 196 | 21,80,500 |
| 3 | 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 | 12700 | 700.5 | 88,96,350 |
| 4 | All kinds of soil | cum | 1400 | 126.8 | 1,77,520 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 1050 | 2,123.75 | 22,29,937.5 |
| 6 | All kinds of soil | Sqm | 1100 | 34.15 | 37,565 |
| 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 | 22 | 7,294.7 | 1,60,483.4 |
| 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 | 1700 | 7,178.75 | 1,22,03,875 |
| 9 | 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 | 230 | 10,357.55 | 23,82,236.5 |
| 10 | 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 | 65 | 9,895.2 | 6,43,188 |
| 11 | Foundations, footings, bases for columns | Sqm | 97 | 392.15 | 38,038.55 |
| 12 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 53 | 842.5 | 44,652.5 |
| 13 | 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 | 52 | 8,726.85 | 4,53,796.2 |
| 14 | 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 | 850 | 9,045.75 | 76,88,887.5 |
| 15 | cum | 19 | 12,205.85 | 2,31,911.15 | |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1900 | 392.15 | 7,45,085 |
| 17 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 2325 | 842.5 | 19,58,812.5 |
| 18 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2000 | 927.25 | 18,54,500 |
| 19 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 2562 | 736.4 | 18,86,656.8 |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1425 | 961.3 | 13,69,852.5 |
| 21 | Arches, domes, vaults up to 6 m span | Sqm | 250 | 2,154.35 | 5,38,587.5 |
| 22 | Under 20 cm wide | Metre | 825 | 208.55 | 1,72,053.75 |
| 23 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 150 | 951.1 | 1,42,665 |
| 24 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 1370 | 384.3 | 5,26,491 |
| 25 | 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 | 56 | 10,585.9 | 5,92,810.4 |
| 26 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 255000 | 107.85 | 2,75,01,750 |
| 27 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 95000 | 107.85 | 1,02,45,750 |
| 28 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 2750 | 78.4 | 2,15,600 |
| 29 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 1300 | 733.5 | 9,53,550 |
| 30 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 160 | 7,370.65 | 11,79,304 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 310 | 7,132.25 | 22,10,997.5 |
| 32 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 330 | 9,105.95 | 30,04,963.5 |
| 33 | cum | 32 | 15,077.95 | 4,82,494.4 | |
| 34 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 170 | 1,123.8 | 1,91,046 |
| 35 | Granite work | Metre | 505 | 510.95 | 2,58,029.75 |
| 36 | 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 | 344 | 1,267.95 | 4,36,174.8 |
| 37 | 30 mm thick shutters | Sqm | 40 | 3,747.3 | 1,49,892 |
| 38 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 28 | 2,600.45 | 72,812.6 |
| 39 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 40 | 1,800.45 | 72,018 |
| 40 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 21 | 2,172.1 | 45,614.1 |
| 41 | Second class teak wood | Sqm | 55 | 4,520.3 | 2,48,616.5 |
| 42 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1175 | 238.35 | 2,80,061.25 |
| 43 | 125x65x2.12 mm | Each | 273 | 53 | 14,469 |
| 44 | 125x64x1.90 mm | Each | 130 | 118.2 | 15,366 |
| 45 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 14 | 983.15 | 13,764.1 |
| 46 | 250x16 mm | Each | 29 | 260.6 | 7,557.4 |
| 47 | 150x10 mm | Each | 95 | 82.55 | 7,842.25 |
| 48 | 125 mm | Each | 25 | 66.25 | 1,656.25 |
| 49 | 100 mm | Each | 66 | 59.55 | 3,930.3 |
| 50 | Twin rubber stopper | Each | 15 | 72.35 | 1,085.25 |
| 51 | 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 | 21 | 492.7 | 10,346.7 |
| 52 | 30 mm thick plain PVC door shutters | Sqm | 7 | 3,182.95 | 22,280.65 |
| 53 | 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 | 302 | 117.35 | 35,439.7 |
| 54 | 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 | 28750 | 133.7 | 38,43,875 |
| 55 | Hot finished seamless type tubes | Kg | 24000 | 206.35 | 49,52,400 |
| 56 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 75 | 220.65 | 16,548.75 |
| 57 | Providing and fixing bolts including nuts and washers complete. | Kg | 940 | 159.35 | 1,49,789 |
| 58 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 35000 | 172.6 | 60,41,000 |
| 59 | M.S. tube | Kg | 5200 | 196.8 | 10,23,360 |
| 60 | 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 | 2250 | 772.4 | 17,37,900 |
| 61 | Dark shade pigment using ordinary cement | Sqm | 712 | 1,119.5 | 7,97,084 |
| 62 | Acid and alkali resistant tile | Sqm | 67 | 1,738.15 | 1,16,456.05 |
| 63 | Acid and alkali resistant tile | Sqm | 15 | 1,884.9 | 28,273.5 |
| 64 | 25 mm thick | Sqm | 900 | 1,948.25 | 17,53,425 |
| 65 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. | Metre | 600 | 191.4 | 1,14,840 |
| 66 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 120 | 1,096.55 | 1,31,586 |
| 67 | Size of Tile 600x600 mm | Sqm | 357 | 1,553.45 | 5,54,581.65 |
| 68 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 900 | 4,481.3 | 40,33,170 |
| 69 | In 75x75 mm deep chase | Metre | 52 | 305.15 | 15,867.8 |
| 70 | 110 mm diameter | Metre | 94 | 377.4 | 35,475.6 |
| 71 | 110 mm bend | Each | 38 | 150.35 | 5,713.3 |
| 72 | 110 mm Shoe | Each | 33 | 131.85 | 4,351.05 |
| 73 | 110 mm | Each | 38 | 371.3 | 14,109.4 |
| 74 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 820 | 1,401.35 | 11,49,107 |
| 75 | Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). | Sqm | 120 | 433.45 | 52,014 |
| 76 | 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 | 675 | 738.65 | 4,98,588.75 |
| 77 | Ridges plain (500 - 600mm) | Metre | 225 | 532.35 | 1,19,778.75 |
| 78 | Flashings/ Aprons.( Upto 600 mm) | Metre | 90 | 485.6 | 43,704 |
| 79 | Gutter (600 mm over all girth) | Metre | 180 | 1,313.7 | 2,36,466 |
| 80 | 1:4 (1 cement: 4 fine sand) | Sqm | 2220 | 347.05 | 7,70,451 |
| 81 | 1:6 (1 cement: 6 fine sand) | Sqm | 3900 | 333.35 | 13,00,065 |
| 82 | 1:6 (1 cement: 6 fine sand) | Sqm | 2200 | 383 | 8,42,600 |
| 83 | 1:4 (1 cement: 4 fine sand) | Sqm | 975 | 425.55 | 4,14,911.25 |
| 84 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1687 | 262.7 | 4,43,174.9 |
| 85 | 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 | 4725 | 185.65 | 8,77,196.25 |
| 86 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 53 | 116.9 | 6,195.7 |
| 87 | 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 | 5400 | 160.6 | 8,67,240 |
| 88 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 2400 | 226.25 | 5,43,000 |
| 89 | Two or more coats on new works including a coat of wood filler | Sqm | 151 | 446.25 | 67,383.75 |
| 90 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 7500 | 156.05 | 11,70,375 |
| 91 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 975 | 547.4 | 5,33,715 |
| 92 | 3 mm thick | Sqm | 147 | 537.45 | 79,005.15 |
| 93 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 375 | 2,434.25 | 9,12,843.75 |
| 94 | 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 | 8 | 3,551.25 | 28,410 |
| 95 | In lime mortar | cum | 8 | 1,158.1 | 9,264.8 |
| 96 | 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 | 3000 | 5.65 | 16,950 |
| 97 | 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 | 6750 | 0.85 | 5,737.5 |
| 98 | 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 | 7500 | 0.85 | 6,375 |
| 99 | For thickness of tiles 10 mm to 25 mm | Sqm | 488 | 73.4 | 35,819.2 |
| 100 | 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 | 750 | 263.95 | 1,97,962.5 |
| 101 | 63 mm to 45 mm size stone aggregate | cum | 75 | 1,636.05 | 1,22,703.75 |
| 102 | 53 mm to 22.4 mm size stone aggregate | cum | 68 | 1,842.3 | 1,25,276.4 |
| 103 | Stone screening 11.2 mm nominal size (Type B) | cum | 38 | 2,247.75 | 85,414.5 |
| 104 | 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 | 75 | 1,046.95 | 78,521.25 |
| 105 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 750 | 13.45 | 10,087.5 |
| 106 | 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 | 750 | 252.15 | 1,89,112.5 |
| 107 | Overhead informatory road signage | Sqm | 132 | 5,879.9 | 7,76,146.8 |
| 108 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | Sqm | 398 | 131.75 | 52,436.5 |
| 109 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). | Sqm | 398 | 402.95 | 1,60,374.1 |
| 110 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 1200 | 1,091.5 | 13,09,800 |
| 111 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 12 | 8,006.6 | 96,079.2 |
| 112 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 12 | 1,879.2 | 22,550.4 |
| 113 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 5 | 1,683.35 | 8,416.75 |
| 114 | 32 mm dia | Each | 15 | 103.9 | 1,558.5 |
| 115 | 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 | 8 | 168.35 | 1,346.8 |
| 116 | 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 | 8 | 231.95 | 1,855.6 |
| 117 | 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 | 8 | 708.95 | 5,671.6 |
| 118 | 20 mm nominal dia Pipes | Metre | 113 | 537.6 | 60,748.8 |
| 119 | 25 mm nominal dia Pipes | Metre | 315 | 355.4 | 1,11,951 |
| 120 | 50 mm dia nominal bore | Metre | 675 | 762.15 | 5,14,451.25 |
| 121 | Up to 300 mm dia | Quintal | 3 | 8,913.15 | 26,739.45 |
| 122 | Class I | Each | 5 | 4,791.2 | 23,956 |
| 123 | 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 | 3375 | 11 | 37,125 |
| 124 | 15 mm nominal bore | Each | 12 | 506.8 | 6,081.6 |
| 125 | 15 mm nominal bore | Each | 5 | 798.95 | 3,994.75 |
| 126 | 15mm nominal bore | Each | 38 | 574.3 | 21,823.4 |
| 127 | 15 mm nominal bore, 80 mm long, weighing not less than 46 gms | Each | 57 | 95.75 | 5,457.75 |
| 128 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 5 | 523.8 | 2,619 |
| 129 | 15 mm nominal bore with 45 cm length | Each | 38 | 121.9 | 4,632.2 |
| 130 | 450 mm dia RCC pipes. | Metre | 263 | 2,676.55 | 7,03,932.65 |
| 131 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 938 | 688.9 | 6,46,188.2 |
| 132 | 400 mm dia | Metre | 68 | 990.8 | 67,374.4 |
| 133 | 100 mm nominal size dia | Metre | 90 | 672.3 | 60,507 |
| 134 | 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 | 20 | 1,538.25 | 30,765 |
| 135 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 20 | 2,024.5 | 40,490 |
| 136 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 45 | 2,442.75 | 1,09,923.75 |
| 137 | 200 mm nominal size dia | Metre | 45 | 2,571.05 | 1,15,697.25 |
| 138 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | 65 | 1,085.05 | 70,528.25 |
| 139 | 200 mm dia | Each | 2 | 321.15 | 642.3 |
| 140 | 200 mm clamp | Each | 2 | 2,293.65 | 4,587.3 |
| 141 | 200 mm dia | Each | 2 | 357.6 | 715.2 |
| 142 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. | Kg | 188 | 414.3 | 77,888.4 |
| Schedule total | ₹14,02,78,690.15 | ||||
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