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Tender Value
₹86.5 L
EMD Value
₹1.7 L
Closing Date
23 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN 2
15 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover.
The tenderer 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.
75 conditions · 21 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 TENDER FORM (First Sheet) as per "ANNEXURE-I" OF STANDARD TENDER DOCUMENT"
BID Security (Bank Guarantee Bond from)-Annexure-XXII, 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 date of submission of bids)
The tenderers shall submit a copy of certificate stating that all their statements/documents submitted a longwith bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-V. In addition to Annexure-V, in case of other than Company/Proprietary firm, Annexure-V (A) shall also be submitted by the 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 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.
l) The tenderer(s) are required to submit the test report of the stone ballast conforming to railways specifications as given in the condition no.7.2.2 of section-VI along with their offer, issued from the approved laboratory as listed in condition no 7.1.1(a) of section-VI in the tender documents otherwise their offer shall be summarily rejected. (This item will be applicable only for the tenders of supply of ballast) (Mandatory).
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.
BPB- Sub-Divisional Railway Hospital Upgradation of OPD, Dressing Room, minor OT, Consultation Room, Medicine dispending Room, Toilet complex and main gate circulating area.
SCL-ENGG-39-2026
SCL-ENGG-39-2026
Open
Works - General
6 Months
Hojai, Assam
₹0
₹1.7 L
23 Jun 2026
1 Jun 2026
9 Jun 2026
86 items across 1 schedule · ₹59,04,649.54 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 40 | 260.3 | 10,412 |
| 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 | 15 | 196 | 2,940 |
| 3 | 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 | 6 | 7,178.75 | 43,072.5 |
| 4 | 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 | 8 | 9,045.75 | 72,366 |
| 5 | 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 | 20 | 10,852.95 | 2,17,059 |
| 6 | cum | 15 | 11,505.5 | 1,72,582.5 | |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 20 | 392.15 | 7,843 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 90 | 927.25 | 83,452.5 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 35 | 736.4 | 25,774 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 30 | 961.3 | 28,839 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 1690 | 107.85 | 1,82,266.5 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 12 | 7,132.25 | 85,587 |
| 13 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 210 | 1,123.8 | 2,35,998 |
| 14 | 18 mm thick | Sqm | 24 | 1,492.8 | 35,827.2 |
| 15 | 25 mm thick | Sqm | 24 | 1,979.5 | 47,508 |
| 16 | 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 | 110 | 1,267.95 | 1,39,474.5 |
| 17 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 35 | 5,015.05 | 1,75,526.75 |
| 18 | Kiln seasoned and chemically treated hollock wood | cum | 1 | 83,378.05 | 83,378.05 |
| 19 | Kiln seasoned and chemically treated hollock wood | cum | .2 | 71,337.85 | 14,267.57 |
| 20 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 40 | 3,167.95 | 1,26,718 |
| 21 | 20 mm dia (heavy type) | Metre | 72 | 175 | 12,600 |
| 22 | 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 | 20 | 983.15 | 19,663 |
| 23 | 250x16 mm | Each | 40 | 260.6 | 10,424 |
| 24 | 200x10 mm | Each | 40 | 99.7 | 3,988 |
| 25 | 125 mm | Each | 40 | 66.25 | 2,650 |
| 26 | 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 | 115 | 492.7 | 56,660.5 |
| 27 | 30 mm thick plain PVC door shutters | Sqm | 65 | 3,182.95 | 2,06,891.75 |
| 28 | 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 | 1070.6 | 133.7 | 1,43,139.22 |
| 29 | 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 | 20 | 11,439.6 | 2,28,792 |
| 30 | 1:6 (1cement : 6 coarse sand) | Sqm | 50 | 965.55 | 48,277.5 |
| 31 | Dark shade pigment using ordinary cement | Sqm | 20 | 1,119.5 | 22,390 |
| 32 | 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 | 117 | 1,096.55 | 1,28,296.35 |
| 33 | Size of Tile 600x600 mm | Sqm | 315 | 1,553.45 | 4,89,336.75 |
| 34 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 12 | 4,481.3 | 53,775.6 |
| 35 | 6 mm thick Cement fiber board, Type-B, Category-III as per IS: 14862 : 2000 | Sqm | 112 | 921.95 | 1,03,258.4 |
| 36 | 75 mm diameter | Metre | 45 | 248.8 | 11,196 |
| 37 | 110 mm diameter | Metre | 60 | 377.4 | 22,644 |
| 38 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 40 | 1,355.8 | 54,232 |
| 39 | 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 | 30 | 738.65 | 22,159.5 |
| 40 | 1:4 (1 cement: 4 fine sand) | Sqm | 495 | 347.05 | 1,71,789.75 |
| 41 | Neat cement punning. | Sqm | 15 | 79.95 | 1,199.25 |
| 42 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 995 | 262.7 | 2,61,386.5 |
| 43 | 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 | 190 | 185.65 | 35,273.5 |
| 44 | 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 | 165 | 193.7 | 31,960.5 |
| 45 | 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 | 100 | 176.25 | 17,625 |
| 46 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 100 | 170.7 | 17,070 |
| 47 | Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. | Sqm | 150 | 169.2 | 25,380 |
| 48 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 225 | 120.75 | 27,168.75 |
| 49 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 50 | 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 | 14 | 3,551.25 | 49,717.5 |
| 51 | In cement mortar | cum | 30 | 2,060.2 | 61,806 |
| 52 | Of area 3 sq. metres and below | Each | 50 | 367.2 | 18,360 |
| 53 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | Kg | 324 | 3.85 | 1,247.4 |
| 54 | For thickness of tiles 10 mm to 25 mm | Sqm | 388 | 73.4 | 28,479.2 |
| 55 | G.S. Sheet | Sqm | 40 | 164.95 | 6,598 |
| 56 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 216 | 54.65 | 11,804.4 |
| 57 | 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 | 65 | 263.95 | 17,156.75 |
| 58 | Overhead informatory road signage | Sqm | 78 | 5,879.9 | 4,58,632.2 |
| 59 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 115 | 1,091.5 | 1,25,522.5 |
| 60 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 12 | 6,767.4 | 81,208.8 |
| 61 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 6,515.55 | 39,093.3 |
| 62 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 25 | 1,879.2 | 46,980 |
| 63 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 8 | 1,683.35 | 13,466.8 |
| 64 | 610x510 mm bowl depth 200 mm | Each | 2 | 4,940.8 | 9,881.6 |
| 65 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 8 | 1,648.95 | 13,191.6 |
| 66 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 4 | 4,048.65 | 16,194.6 |
| 67 | 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 | 25 | 1,607.95 | 40,198.75 |
| 68 | 15 mm nominal dia Pipes | Metre | 112 | 244.7 | 27,406.4 |
| 69 | 25 mm nominal dia Pipes | Metre | 76 | 355.4 | 27,010.4 |
| 70 | 40 mm nominal dia Pipes | Metre | 77 | 563.05 | 43,354.85 |
| 71 | 15 mm nominal bore | Each | 40 | 406.85 | 16,274 |
| 72 | 20 mm nominal bore | Each | 40 | 462.5 | 18,500 |
| 73 | 25 mm nominal bore | Each | 78 | 464.05 | 36,195.9 |
| 74 | 15 mm nominal bore | Each | 42 | 85 | 3,570 |
| 75 | 15 mm nominal bore | Each | 85 | 97.75 | 8,308.75 |
| 76 | 100 mm diameter | Each | 42 | 193.95 | 8,145.9 |
| 77 | 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 | 4000 | 11 | 44,000 |
| 78 | 15 mm nominal bore | Each | 82 | 506.8 | 41,557.6 |
| 79 | 15mm nominal bore | Each | 30 | 574.3 | 17,229 |
| 80 | 25mm nominal bore, weighing not less than 62 gms | Each | 16 | 113.35 | 1,813.6 |
| 81 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 100 | 495.05 | 49,505 |
| 82 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 82 | 598.6 | 49,085.2 |
| 83 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 45 | 1,115.4 | 50,193 |
| 84 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 90 | 1,176.8 | 1,05,912 |
| 85 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 24 | 638.35 | 15,320.4 |
| 86 | Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in- Charge. For payment, only the actual area of glass on face # 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevant Item*). "(i) Coloured tinted float glass 6 mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. | Sqm | 105 | 2,450.15 | 2,57,265.75 |
| Schedule total | ₹59,04,649.54 | ||||
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