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Tender Value
₹6.7 Cr
EMD Value
₹4.9 L
Closing Date
19 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR. DEN 5
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.
Experience in similar nature of work :- (a) The tenderer must have successfully completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.),tenderer must have successfully completed any of the following during last 07 (seven) years,ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(i): Separate completed works of minimum required values for each component shall also be considered for fulfillment of technical eligibility criteria.(b) (ii) In such cases, what constitutes a component in a composite work shall be clearly pre defined with estimated tender cost of it, as part of the tender documents without any ambiguity.
Defination of Similar Work :- Any Building works with framed structure.
85 conditions · 20 needing a document upload
" No post tender correspondence will be done with the participant tenderer(s) for deficient credentials noted during scrutiny of tender/offer nor any credential will be accepted after opening of the tender and the offer shall be decided on the basis of submitted/Credentials downloaded with offer only"
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.
After opening of the tender, any document pertaining to the constitution of Sole Proprietorship Firm / Partnership Firm / Registered Company/ Registered Trust / Registered Society/HUF etc. shall be neither asked nor considered, if submitted.Further, no suo moto cognizance of any document available in public domain (i.e., on internet etc.) or in Railway's record/office files etc. will be taken for consideration of the tender, if no such mention is available in tender offer submitted
No post tender correspondence will be done with the participant tender(s) for deficient credentials noted during scrutiny of tender/offer nor any credential will be accepted after opening of the tender and the offer shall be decided on the basis of submitted/Credentials downloaded with offer only.
Tenderers attention is invited to clause I of Section VII and other relevant clauses of Section I and II whereby in case of non- submission/non compliance, the tender offer is likely to be rejected.
The tenderer/s shall submit a duly filled Tender form as per "ANNEXURE-I" OF STANDARD TENDER DOCUMENT"
In case of other than Company/Proprietary firm, Annexure-V (A) shall be submitted by each member of a Partnership Firm/ Joint Venture (JV)/Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. as the case may be. Non submission of above Certificate(s) by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested/digitally signed by which they/he is qualifying the Qualifying Criteria mentioned in the Tender Document.
The following documents should be specified for submission along with tender:
A. List of Personnel, Organization available on hand and proposed to be engaged for the subject work.
B. List of plant Machinery available on hand own and proposed to be inducted own hired to be given separately for the subject work.
C. The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. Description of work, organization for whom executed, approximate value of contract at the time of award, date of award and date of scheduled completion of work, Date of actual start, actual completion and final value of contract should also be given.
D. List of works on hand indicating description of work, contract value, and approximate value of balance work yet to be done and date of award.
The tenderers whether sole proprietor , a limited company or a partnership firm he/they should submit authentic proof in terms of partnership deed, proprietorship documents etc. along with the tender. If he/they want to act through agent or individual partners should submit a power of attorney duly stamped and authenticated by Notary Public or by Magistrate in favour of specific person whether he/she/they are partners of the firm or any other person specifically authorizing him/her name to submit the tender, sign the agreement , receive money, witness measurements, sign measurement books , compromise, settie, relinquish any claims, preferred by firm and also sign No Claim Certificate and refer all or any disputes arbitration.
Bid Security: (a)Subject to exemptions provided under para 4(iv)) of this document, the tender must be accompanied by a Bid Security as mentioned in tender documents, failing which the tender shall be summarily rejected. (b)The Tenderer(s) shall keep the offer open for a minimum period of 60 days (in case of two packet system of tendering 90days) from the date of closing of the Tender. It is understood that the tender documents have been issued to the Tenderer(s) and the Tenderer(s), is / are permitted to tender in consideration of the stipulation on his / their part that after submitting his / Their tender subject to the period being extended further, if required by mutual agreement from time to time, he will not resile from his offer or modify the terms and conditions thereof in a manner not acceptable to North East Frontier Railway. Should the tenderer fail to observe or comply with the foregoing stipulation, the amount deposited or Bank guarantee bond submitted as Bid Security for the due performance of the above stipulation, shall be forfeited to the Railway. (c)If his tender is accepted, (i)the Bid Security mentioned in sub para(a) above deposited in cash through e- payment gateway will be retained as part security for the due and faithful fulfillment of the contract in terms of Clause 16 of the Standard General Conditions of Contract; (ii)the Bid Security mentioned in sub para(a) above submitted as Bank guarantee bond, will be encashed as part security for the due and faithful fulfillment of the contract in terms of Clause 16 of the Standard General Conditions of Contract. The Bid Security of other Tenderers shall, save as herein before provided, be returned to them, but the Railway shall not be responsible for any loss or depreciation to the Bid Security that may happen thereto while in their possession, nor be liable to pay interest thereon. (d)In case Contractor submits the Term Deposit Receipt/Bank Guarantee Bond towards either the Full Security Depositor the Part Security Deposit equal to or more than Bid Security, the Railway shall return the Bid Security so retained as per sub para(c) above, to the Contractor.
The payment towards earnest money (EMD) against the works tenders should be made as brought out in GCC April 2022, Para 5: (Bid Security) PART I Instructions to Tenderers (ITT) & Para 6 (a to d) of Tender Form (Second Sheet)
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' and Labour Cooperative Societies shall submit Registration Certificate issued by appropriate authority.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90days beyond the bid validity period
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured:
A scanned copy of the Bank Guarantee shall be uploaded on e- Procurement Portal (IREPS) while applying to the tender.
The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e. excluding the last 6.3.2 date of submission of bids). (Corrigendum: Para 5(3) ii Part I of GCC has been modified vide Advance Correction Slip No. 5 Railway Board's letter no. 2022/CE-l/CT/GCC-2022/Policy Dated 20.10.2023)
Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original 6.3.3 Bank Guarantee within the specified period shall lead to summary rejection of bid.
The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender.
The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, FAILING WHICH THE BID WILL BE REJECTED.
The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid 6.3.6 for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope.
The envelope shall be addressed to the officer and address as mentioned in the tender document.
The following documents should be specified for submission along with tender:
A. List of Personnel, Organization available on hand and proposed to be engaged for the subject work.
B. List of plant Machinery available on hand own and proposed to be inducted own hired to be given separately for the subject work.
C. List of Works completed in the last three financial years giving description of work, organization for whom executed, approximate value of contract at the time of award, date of award and date of scheduled completion of work, Date of actual start, actual completion and final value of contract should also be given.
D. List of works on hand indicating description of work, contract value, and approximate value of balance work yet to be done and date of award.
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.
Clause regarding GST - (a) Tenderer should furnished their GSTIN numbers representing the States in which they are registered for GST, along with address of Registered Office, place of business in State etc. (b) The contract is under GST act & rules as applicable time to time. (c) All the bidders/tenders should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law.
The tenderers whether Sole Proprietor, a limited company or a partnership firm he/they should submit authentic proof in terms of partnership deed, proprietorship documents etc. along with the tender. If he/they want to act through agent or individual partners should submit a power of attorney duly stamped and authenticated by Notary Public or by Magistrate in favour of specific person whether he/she/they are partners of the firm or any other person specifically authorizing him/her name to submit the tender, sign the agreement, receive money, witness measurements, sign measurement books, compromise, settie, relinquish any claims, preferred by firm and also sign No Claim Certificate and refer all or any disputes arbitration.
(a) At the time of creation of any new tender in IREPS works module, an option has been provided to the tendering authority for obtaining Bid Security Declaration in lieu of Bid Security/Earnest Money Deposit. In case this option is selected, the Bid Security/Earnest Money Deposit amount for the tender shall be NIL. (b) If the tendering authority decides to take Bid Security/Earnest Money Deposit, it shall be mandatory for the tendering authority to provide reasons, and upload the approval of competent authority for the same. The Competent Authority shall be the next higher authority to the authority competent to finalise the particular tender. (c) In case Bid Security Declaration in lieu of Bid Security/Earnest Money Deposit is allowed against a tender, the provision has been made in IREPS for the bidder to mandatorily submit the following declaration along with his offer : If the bidder fails to submit the Bid security declaration, the bid will be rejected irrespective of winning the bid and qualifying for the tender.
AT DMR Provision of Type-II Quarters (18 units) at new colony under the Jurisdiction of ADEN/KXJ.
SCL-ENGG-98-2025~NFR
SCL-ENGG-98-2025
Open
Works - General
12 Months
Hojai, Assam
₹0
₹4.9 L
19 Jan 2026
23 Dec 2025
5 Jan 2026
118 items across 2 schedules · ₹4,17,70,334.25 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 875 | 260.3 | 2,27,762.5 |
| 2 | 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 | 600 | 700.5 | 4,20,300 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 500 | 2,123.75 | 10,61,875 |
| 4 | 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 | 25 | 8,340.85 | 2,08,521.25 |
| 5 | 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 | 25 | 7,878.5 | 1,96,962.5 |
| 6 | 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 | 38 | 7,178.75 | 2,72,792.5 |
| 7 | Foundations, footings, bases for columns | Sqm | 275 | 392.15 | 1,07,841.25 |
| 8 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 375 | 410.85 | 1,54,068.75 |
| 9 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 90 | 18.15 | 1,633.5 |
| 10 | 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 | 15 | 9,045.75 | 1,35,686.25 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 300 | 392.15 | 1,17,645 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm 1200 | — | 927.25 | 11,12,700 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 1030 | — | 736.4 | 7,58,492 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 1075 | — | 961.3 | 10,33,397.5 |
| 15 | Stairs, (excluding landings) except spiral- staircases | Sqm | 105 | 764.95 | 80,319.75 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 180 | 9,504.75 | 17,10,855 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 320 | 9,860.4 | 31,55,328 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 75 | 7,370.65 | 5,52,798.75 |
| 19 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm 2500 | — | 1,123.8 | 28,09,500 |
| 20 | Area of slab over 0.50 sqm | Sqm 1200 | — | 3,848.7 | 46,18,440 |
| 21 | 18 mm thick | Sqm | 75 | 1,492.8 | 1,11,960 |
| 22 | 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 | 225 | 1,267.95 | 2,85,288.75 |
| 23 | Second class teak wood | cum | 3 | 1,42,949.7 | 4,28,849.1 |
| 24 | 18 mm thick | Sqm | 30 | 1,245.75 | 37,372.5 |
| 25 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 120 | 3,473.85 | 4,16,862 |
| 26 | Second class teak wood | Sqm | 38 | 5,045.85 | 1,91,742.3 |
| 27 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg 3750 | — | 238.35 | 8,93,812.5 |
| 28 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 250 | 228.85 | 57,212.5 |
| 29 | 100X58X1.90 mm | Each | 60 | 107.1 | 6,426 |
| 30 | 75x47x1.80 mm | Each | 50 | 80.05 | 4,002.5 |
| 31 | 50x37x1.50 mm | Each | 20 | 43.75 | 875 |
| 32 | 250x16 mm | Each | 30 | 260.6 | 7,818 |
| 33 | 200x10 mm | Each | 35 | 99.7 | 3,489.5 |
| 34 | 150x10 mm | Each | 60 | 82.55 | 4,953 |
| 35 | 125 mm | Each | 150 | 66.25 | 9,937.5 |
| 36 | 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 | 100 | 492.7 | 49,270 |
| 37 | 30 mm thick plain PVC door shutters | Sqm | 50 | 3,182.95 | 1,59,147.5 |
| 38 | Kiln seasoned and chemically treated hollock wood | Sqm | 150 | 3,619.6 | 5,42,940 |
| 39 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) (Height upto 1.8m). | Sqm | 75 | 7,860.35 | 5,89,526.25 |
| 40 | 200 x 19 x 1.9 mm | Each | 30 | 381.3 | 11,439 |
| 41 | 250 x 19 x 1.9 mm | Each | 30 | 422.55 | 12,676.5 |
| 42 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 25 | 11,439.6 | 2,85,990 |
| 43 | 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 |
| 44 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg 2875 | — | 123.6 | 3,55,350 |
| 45 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg 1500 | — | 172.6 | 2,58,900 |
| 46 | 1:6 (1cement : 6 coarse sand) | Sqm | 350 | 965.55 | 3,37,942.5 |
| 47 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 862 | 614.2 | 5,29,440.4 |
| 48 | 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 | 352 | 1,096.55 | 3,85,985.6 |
| 49 | Size of Tile 600x600 mm | Sqm | 75 | 1,553.45 | 1,16,508.75 |
| 50 | Size of Tile 600 x 600 mm | Sqm | 75 | 1,464.85 | 1,09,863.75 |
| 51 | 75 mm diameter | Metre | 64 | 248.8 | 15,923.2 |
| 52 | 110 mm diameter | Metre | 126 | 377.4 | 47,552.4 |
| 53 | 1:4 (1 cement: 4 fine sand) | Sqm 2500 | — | 347.05 | 8,67,625 |
| 54 | 1:6 (1 cement: 6 fine sand) | Sqm 1600 | — | 333.35 | 5,33,360 |
| 55 | 1:3 (1 cement : 3 fine sand) | Sqm 1200 | — | 300.45 | 3,60,540 |
| 56 | Neat cement punning. | Sqm | 375 | 79.95 | 29,981.25 |
| 57 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 2500 | — | 262.7 | 6,56,750 |
| 58 | 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 2500 | — | 185.65 | 4,64,125 |
| 59 | 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 2500 | — | 193.7 | 4,84,250 |
| 60 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 875 | 176.25 | 1,54,218.75 |
| 61 | 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 | 875 | 170.7 | 1,49,362.5 |
| 62 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). | Sqm | 800 | 730.55 | 5,84,440 |
| 63 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 25 | 2,434.25 | 60,856.25 |
| 64 | 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 | 60 | 3,551.25 | 2,13,075 |
| 65 | In cement mortar | cum | 25 | 2,060.2 | 51,505 |
| 66 | 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 1400 | — | 5.65 | 7,910 |
| 67 | G.S. Sheet | Sqm | 250 | 164.95 | 41,237.5 |
| 68 | Asbestos Cement sheet | Sqm | 250 | 77.3 | 19,325 |
| 69 | 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 | 113 | 263.95 | 29,826.35 |
| 70 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 18 | 6,767.4 | 1,21,813.2 |
| 71 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 18 | 2,301.75 | 41,431.5 |
| 72 | 610x510 mm bowl depth 200 mm | Each | 30 | 4,940.8 | 1,48,224 |
| 73 | 32 mm dia | Each | 30 | 103.9 | 3,117 |
| 74 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 36 | 1,607.95 | 57,886.2 |
| 75 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 75 | 1,180.75 | 88,556.25 |
| 76 | Centrifugally cast (spun) iron socketed pipe as per IS: 3989 | Metre | 125 | 1,186 | 1,48,250 |
| 77 | Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 | Each | 38 | 567.2 | 21,553.6 |
| 78 | Hubless centrifugally cast (spun) iro n pipes epoxy coated inside & outside IS:15905 | Each | 38 | 368 | 13,984 |
| 79 | Sand cast iron S&S as per IS - 1729 | Each | 25 | 726.55 | 18,163.75 |
| 80 | Sand cast iron S&S as per IS - 1729 | Each | 50 | 629.5 | 31,475 |
| 81 | Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 | Each | 25 | 427.8 | 10,695 |
| 82 | White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend. | Each | 18 | 11,847.65 | 2,13,257.7 |
| 83 | 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 | 18 | 231.95 | 4,175.1 |
| 84 | 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 | 36 | 708.95 | 25,522.2 |
| 85 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 250 | 272 | 68,000 |
| 86 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 550 | 318.35 | 1,75,092.5 |
| 87 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 300 | 362.9 | 1,08,870 |
| 88 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 500 | 265.05 | 1,32,525 |
| 89 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 300 | 316.25 | 94,875 |
| 90 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 250 | 450.95 | 1,12,737.5 |
| 91 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 200 | 597.75 | 1,19,550 |
| 92 | PN - 10 Pipe, 90 mm OD (SDR-11) | Metre | 125 | 975.3 | 1,21,912.5 |
| 93 | 25 to 40 mm nominal bore | Each | 25 | 911.9 | 22,797.5 |
| 94 | 50 to 80 mm nominal bore | Each | 25 | 1,785.35 | 44,633.75 |
| 95 | 32 mm nominal bore. | Each | 13 | 689.6 | 8,964.8 |
| 96 | 40 mm nominal bore | Each | 13 | 826.1 | 10,739.3 |
| 97 | 50 mm nominal bore | Each | 38 | 1,026.65 | 39,012.7 |
| 98 | 15 mm nominal bore | Each | 125 | 97.75 | 12,218.75 |
| 99 | 150 mm diameter | Each | 30 | 222.35 | 6,670.5 |
| 100 | 80 mm diameter pipe | Each | 5 | 215.1 | 1,075.5 |
| 101 | Class I | Each | 5 | 4,791.2 | 23,956 |
| 102 | 32 mm nominal bore | Each | 13 | 489.05 | 6,357.65 |
| 103 | 40 mm nominal bore | Each | 13 | 631.3 | 8,206.9 |
| 104 | 80 mm nominal bore | Each | 5 | 1,207.95 | 6,039.75 |
| 105 | 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 18000 Litre | — | 11 | 1,98,000 |
| 106 | 15 mm nominal bore | Each | 63 | 506.8 | 31,928.4 |
| 107 | 15mm nominal bore | Each | 75 | 574.3 | 43,072.5 |
| 108 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 30 | 111.45 | 3,343.5 |
| 109 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 26,861.9 | 1,34,309.5 |
| 110 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 450 | 495.05 | 2,22,772.5 |
| 111 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg 1000 | — | 598.6 | 5,98,600 |
| 112 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 343 | 1,176.8 | 4,03,642.4 |
| Schedule total | ₹3,34,38,921.75 | ||||
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