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Tender Value
₹5.6 Cr
EMD Value
₹4.3 L
Closing Date
2 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN 4
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.
76 conditions · 13 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.
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.
Provision for new Administration block Office building double storied 1600 Sq. mtr. including CO chamber, 04 ACs Chamber etc Under ADEN/II/LMG & Provision for One Nos. of existing building including within OPL 1 renovation of toilet, Boundary wall and connecting road in OPL 1st at Lumding under jurisdiction of Sr.DEN/IV/LMG.
LMG-ENGG-07-2026~NFR
LMG-ENGG-07-2026
Open
Works - General
12 Months
Hojai, Assam
₹0
₹4.3 L
2 Mar 2026
2 Feb 2026
16 Feb 2026
165 items across 4 schedules · ₹4,74,08,188.83 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 300 | 177.5 | 53,250 |
| 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 | 600 | 196 | 1,17,600 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 600 | 2,123.75 | 12,74,250 |
| 4 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 450 | 310.05 | 1,39,522.5 |
| 5 | 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) ) | cum | 60 | 5,572 | 3,34,320 |
| 6 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 25 | 6,812 | 1,70,300 |
| 7 | 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 | 280 | 410.85 | 1,15,038 |
| 8 | 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 | 17 | 9,045.75 | 1,53,777.75 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 22 | 392.15 | 8,627.3 |
| 10 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 270 | 842.5 | 2,27,475 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 700 | 927.25 | 6,49,075 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 700 | 736.4 | 5,15,480 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 78 | 961.3 | 74,981.4 |
| 14 | Stairs, (excluding landings) except spiral- staircases | Sqm | 35 | 764.95 | 26,773.25 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 160 | 9,504.75 | 15,20,760 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 695 | 9,860.4 | 68,52,978 |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 60 | 7,370.65 | 4,42,239 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 90 | 9,344.35 | 8,40,991.5 |
| 19 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 1700 | 1,150.5 | 19,55,850 |
| 20 | 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 | 200 | 1,267.95 | 2,53,590 |
| 21 | Second class teak wood | cum | 2 | 1,42,949.7 | 2,85,899.4 |
| 22 | 12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 : | Sqm | 20 | 3,069.05 | 61,381 |
| 23 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 80 | 3,473.85 | 2,77,908 |
| 24 | Fixed to steel windows by welding | Kg | 1800 | 219.1 | 3,94,380 |
| 25 | 150x125x27x2.80 mm | Each | 550 | 91.7 | 50,435 |
| 26 | 250x10 mm | Each | 180 | 83.9 | 15,102 |
| 27 | 200x10 mm | Each | 50 | 69.4 | 3,470 |
| 28 | 150x10 mm | Each | 40 | 59.45 | 2,378 |
| 29 | Single rubber stopper | Each | 70 | 39.6 | 2,772 |
| 30 | 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 | 250 | 492.7 | 1,23,175 |
| 31 | Hot finished welded type tubes | Kg | 990 | 194.4 | 1,92,456 |
| 32 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 200 | 226 | 45,200 |
| 33 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1000 | 172.6 | 1,72,600 |
| 34 | 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 | 900 | 772.4 | 6,95,160 |
| 35 | Size of Tile 600x600 mm | Sqm | 1000 | 1,553.45 | 15,53,450 |
| 36 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 320 | 4,481.3 | 14,34,016 |
| 37 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 700 | 1,355.8 | 9,49,060 |
| 38 | 1:4 (1 cement: 4 fine sand) | Sqm | 1100 | 347.05 | 3,81,755 |
| 39 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1300 | 411.75 | 5,35,275 |
| 40 | 1:3 (1 cement : 3 fine sand) | Sqm | 1400 | 300.45 | 4,20,630 |
| 41 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2400 | 262.7 | 6,30,480 |
| 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 | 3800 | 185.65 | 7,05,470 |
| 43 | 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 | 2330 | 160.6 | 3,74,198 |
| 44 | 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 | 200 | 176.25 | 35,250 |
| 45 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood | Sqm | 210 | 74.65 | 15,676.5 |
| 46 | 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 | 1000 | 218.9 | 2,18,900 |
| 47 | 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 | 200 | 1,046.95 | 2,09,390 |
| 48 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 1000 | 60.5 | 60,500 |
| 49 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 1000 | 48.2 | 48,200 |
| 50 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 1000 | 234.05 | 2,34,050 |
| 51 | 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 | 1000 | 88.55 | 88,550 |
| 52 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 34 | 6,767.4 | 2,30,091.6 |
| 53 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 6,515.55 | 39,093.3 |
| 54 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 30 | 6,258.75 | 1,87,762.5 |
| 55 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 12 | 2,648.85 | 31,786.2 |
| 56 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 10 | 1,683.35 | 16,833.5 |
| 57 | 10 litre capacity - White | Each | 24 | 1,190.65 | 28,575.6 |
| 58 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 120 | 1,151.9 | 1,38,228 |
| 59 | Sand cast iron S&S as per IS - 1729 | Each | 25 | 598.5 | 14,962.5 |
| 60 | Sand cast iron S&S as per IS - 1729 | Each | 25 | 470.45 | 11,761.25 |
| 61 | 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 | 30 | 231.95 | 6,958.5 |
| 62 | 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 | 24 | 708.95 | 17,014.8 |
| 63 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 600 | 597.75 | 3,58,650 |
| 64 | PN - 10 Pipe, 90 mm OD (SDR-11) | Metre | 80 | 975.3 | 78,024 |
| 65 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 600 | 1,301.35 | 7,80,810 |
| 66 | 15 mm nominal dia Pipes | Metre | 450 | 497.8 | 2,24,010 |
| 67 | 20 mm nominal dia Pipes | Metre | 450 | 537.6 | 2,41,920 |
| 68 | 40 mm nominal dia Pipes | Metre | 200 | 563.05 | 1,12,610 |
| 69 | 50 mm nominal dia Pipes | Metre | 285 | 794.25 | 2,26,361.25 |
| 70 | 15 mm nominal bore | Each | 50 | 353.25 | 17,662.5 |
| 71 | 15 mm nominal bore | Each | 39 | 353.25 | 13,776.75 |
| 72 | 80 mm nominal bore | Each | 3 | 2,604.55 | 7,813.65 |
| 73 | 15 mm nominal bore | Each | 20 | 406.85 | 8,137 |
| 74 | 20 mm nominal bore | Each | 25 | 462.5 | 11,562.5 |
| 75 | 25 mm nominal bore | Each | 20 | 464.05 | 9,281 |
| 76 | 100 mm diameter | Each | 24 | 193.95 | 4,654.8 |
| 77 | Class I | Each | 3 | 4,791.2 | 14,373.6 |
| 78 | 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 | 9000 | 11 | 99,000 |
| 79 | 15mm nominal bore | Each | 110 | 574.3 | 63,173 |
| 80 | 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 | 25 | 111.45 | 2,786.25 |
| 81 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 900 | 495.05 | 4,45,545 |
| 82 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 24 | 598.6 | 14,366.4 |
| 83 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 450 | 1,176.8 | 5,29,560 |
| 84 | Anodized (AC 15 ) aluminium tubular handle bar | Each | 150 | 575.75 | 86,362.5 |
| 85 | 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 | 365 | 688.9 | 2,51,448.5 |
| Schedule total | ₹3,02,69,002.05 | ||||
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