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Tender Value
₹15.3 Cr
EMD Value
₹30.5 L
Closing Date
7 Sept 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
DEN 3
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 concreting work in rigid pavement or any Industrial concrete flooring work.
65 conditions · 15 needing a document upload
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.
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 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.
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 4.3.2 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 4.3.3 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 4.3.5 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 4.3.6 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.
Construction of Goods circulating area, Goods Office, Merchant room, Labour room with drinking water facility at DTC.(Two packet system)
LMG-ENGG-48-2026~NFR
LMG-ENGG-48-2026
Open
Works - General
12 Months
Hojai, Assam
₹0
₹30.5 L
12 Aug 2026
12 Aug 2026
24 Aug 2026
172 items across 5 schedules · ₹11,41,51,680.82 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 92 | 177.5 | 16,330 |
| 2 | All kinds of soil. | cum | 650 | 260.3 | 1,69,195 |
| 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 | 15 | 700.5 | 10,507.5 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 60 | 2,123.75 | 1,27,425 |
| 5 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. | cum | 450 | 308.2 | 1,38,690 |
| 6 | 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 | 15 | 8,340.85 | 1,25,112.75 |
| 7 | 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 | 15 | 7,878.5 | 1,18,177.5 |
| 8 | 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 | 18 | 7,294.7 | 1,31,304.6 |
| 9 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 15 | 7,178.75 | 1,07,681.25 |
| 10 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 60 | 495.75 | 29,745 |
| 11 | 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 | 264 | 18.15 | 4,791.6 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 149 | 392.15 | 58,430.35 |
| 13 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 20 | 842.5 | 16,850 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 90 | 927.25 | 83,452.5 |
| 15 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 120 | 736.4 | 88,368 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 75 | 961.3 | 72,097.5 |
| 17 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 | 4 | 20,355.8 | 81,423.2 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 84 | 9,504.75 | 7,98,399 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 79 | 9,860.4 | 7,78,971.6 |
| 20 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 45 | 7,370.65 | 3,31,679.25 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 6 | 7,132.25 | 42,793.5 |
| 22 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 900 | 1,123.8 | 10,11,420 |
| 23 | Area of slab upto 0.50 sqm | Sqm | 40 | 5,413.5 | 2,16,540 |
| 24 | Granite work | Metre | 12 | 510.95 | 6,131.4 |
| 25 | Decorative veneer facings of approved manufacture | Sqm | 30 | 1,946.25 | 58,387.5 |
| 26 | 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 | 15 | 1,267.95 | 19,019.25 |
| 27 | Second class teak wood | cum | 1 | 1,42,949.7 | 1,42,949.7 |
| 28 | 18 mm thick | Sqm | 88 | 1,245.75 | 1,09,626 |
| 29 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 60 | 3,473.85 | 2,08,431 |
| 30 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1200 | 238.35 | 2,86,020 |
| 31 | 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 | 15 | 228.85 | 3,432.75 |
| 32 | 250x16 mm | Each | 10 | 260.6 | 2,606 |
| 33 | 200x10 mm | Each | 10 | 99.7 | 997 |
| 34 | 150x10 mm | Each | 10 | 82.55 | 825.5 |
| 35 | 125 mm | Each | 10 | 66.25 | 662.5 |
| 36 | 100 mm | Each | 10 | 59.55 | 595.5 |
| 37 | Twin rubber stopper | Each | 10 | 72.35 | 723.5 |
| 38 | 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 | 10 | 492.7 | 4,927 |
| 39 | 30 mm thick plain PVC door shutters | Sqm | 25 | 3,182.95 | 79,573.75 |
| 40 | 125 mm | Each | 5 | 119.2 | 596 |
| 41 | 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 | 9000 | 133.7 | 12,03,300 |
| 42 | Hot finished welded type tubes | Kg | 900 | 194.4 | 1,74,960 |
| 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 | 4 | 220.65 | 882.6 |
| 44 | Providing and fixing bolts including nuts and washers complete. | Kg | 300 | 159.35 | 47,805 |
| 45 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 675 | 172.6 | 1,16,505 |
| 46 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | Sqm | 150 | 792.05 | 1,18,807.5 |
| 47 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 150 | 614.2 | 92,130 |
| 48 | 25 mm thick | Sqm | 450 | 1,948.25 | 8,76,712.5 |
| 49 | Size of Tile 600x600 mm | Sqm | 120 | 1,553.45 | 1,86,414 |
| 50 | Size of Tile 600 x 600 mm | Sqm | 10 | 1,464.85 | 14,648.5 |
| 51 | 75 mm | Each | 30 | 91.7 | 2,751 |
| 52 | 110 mm | Each | 88 | 136.15 | 11,981.2 |
| 53 | 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 | 350 | 738.65 | 2,58,527.5 |
| 54 | Ridges plain (500 - 600mm) | Metre | 32 | 532.35 | 17,035.2 |
| 55 | Crimp curve | Sqm | 64 | 496.75 | 31,792 |
| 56 | Gutter (600 mm over all girth) | Metre | 64 | 1,313.7 | 84,076.8 |
| 57 | 1:4 (1 cement: 4 fine sand) | Sqm | 262 | 347.05 | 90,927.1 |
| 58 | 1:6 (1 cement: 6 fine sand) | Sqm | 262 | 333.35 | 87,337.7 |
| 59 | 1:4 (1 cement: 4 fine sand) | Sqm | 106 | 425.55 | 45,108.3 |
| 60 | 1:3 (1 cement : 3 fine sand) | Sqm | 150 | 300.45 | 45,067.5 |
| 61 | 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 | 350 | 193.7 | 67,795 |
| 62 | 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 | 238 | 176.25 | 41,947.5 |
| 63 | 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 | 900 | 170.7 | 1,53,630 |
| 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 | 30 | 3,551.25 | 1,06,537.5 |
| 65 | 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 | 4500 | 218.9 | 9,85,050 |
| 66 | 90 mm to 45 mm size stone aggregate | cum | 675 | 2,098.4 | 14,16,420 |
| 67 | 63 mm to 45 mm size stone aggregate | cum | 338 | 1,636.05 | 5,52,984.9 |
| 68 | 53 mm to 22.4 mm size stone aggregate | cum | 338 | 1,842.3 | 6,22,697.4 |
| 69 | 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 | 1351 | 1,046.95 | 14,14,429.45 |
| 70 | Cement concrete prepared with batch mixing machine | cum | 2545.75 | 10,529.35 | 2,68,05,092.76 |
| 71 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). | Sqm | 4469.07 | 7 | 31,283.49 |
| 72 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| 73 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 8,006.6 | 16,013.2 |
| 74 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 2 | 2,226.35 | 4,452.7 |
| 75 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 2 | 349.15 | 698.3 |
| 76 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | Each | 2 | 142.85 | 285.7 |
| 77 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in- charge. | Each | 2 | 1,034.8 | 2,069.6 |
| 78 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and m a k e as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 2 | 6,940.75 | 13,881.5 |
| 79 | 32 mm dia | Each | 3 | 119.55 | 358.65 |
| 80 | Rectangular shape 453x357 mm | Each | 2 | 1,361.8 | 2,723.6 |
| 81 | Sand cast iron S&S as per IS - 1729 | Each | 3 | 470.45 | 1,411.35 |
| 82 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 2 | 115.3 | 230.6 |
| 83 | Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms | Each | 2 | 367.1 | 734.2 |
| 84 | 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 | 2 | 168.35 | 336.7 |
| 85 | 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 | 2 | 231.95 | 463.9 |
| 86 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 50 | 272 | 13,600 |
| 87 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 60 | 318.35 | 19,101 |
| 88 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 250 | 224.95 | 56,237.5 |
| 89 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 250 | 265.05 | 66,262.5 |
| 90 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 200 | 316.25 | 63,250 |
| 91 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 300 | 450.95 | 1,35,285 |
| 92 | PN - 10 Pipe, 75 mm OD (SDR-11) | Metre | 200 | 696.75 | 1,39,350 |
| 93 | PPR Union 20mm | Each | 170 | 315.5 | 53,635 |
| 94 | PPR Union 25mm | Each | 120 | 334 | 40,080 |
| 95 | PPR Union 32mm | Each | 100 | 403.7 | 40,370 |
| 96 | PPR Union 50mm | Each | 100 | 782.1 | 78,210 |
| 97 | PPR Union 75mm | Each | 100 | 1,684.05 | 1,68,405 |
| 98 | 15 mm nominal dia Pipes | Metre | 153 | 286.8 | 43,880.4 |
| 99 | 20 mm nominal dia Pipes | Metre | 148 | 335 | 49,580 |
| 100 | 25 mm nominal dia Pipes | Metre | 115 | 401.55 | 46,178.25 |
| 101 | 20 mm nominal dia Pipes | Metre | 20 | 274.3 | 5,486 |
| 102 | 25 mm nominal dia Pipes | Metre | 8 | 355.4 | 2,843.2 |
| 103 | 15 mm dia nominal bore | Metre | 150 | 366.4 | 54,960 |
| 104 | 20 mm dia nominal bore | Metre | 150 | 437.3 | 65,595 |
| 105 | 25 mm dia nominal bore | Metre | 150 | 551.7 | 82,755 |
| 106 | 15 mm dia nominal bore | Metre | 25 | 322.15 | 8,053.75 |
| 107 | 20 mm dia nominal bore | Metre | 25 | 368.6 | 9,215 |
| 108 | 25 mm dia nominal bore | Metre | 38 | 467.75 | 17,774.5 |
| 109 | 50 mm dia nominal bore | Metre | 3000 | 762.15 | 22,86,450 |
| 110 | 80 mm dia nominal bore | Metre | 3000 | 1,041.7 | 31,25,100 |
| 111 | 25 to 40 mm nominal bore | Each | 3000 | 911.9 | 27,35,700 |
| 112 | 50 to 80 mm nominal bore | Each | 1500 | 1,785.35 | 26,78,025 |
| 113 | 15 mm nominal bore | Each | 13 | 353.25 | 4,592.25 |
| 114 | 20 mm nominal bore | Each | 21 | 379.2 | 7,963.2 |
| 115 | 15 mm nominal bore | Each | 13 | 353.25 | 4,592.25 |
| 116 | 20 mm nominal bore | Each | 13 | 379.2 | 4,929.6 |
| 117 | 25 mm nominal bore | Each | 16 | 622.4 | 9,958.4 |
| 118 | 50 mm nominal bore | Each | 40 | 1,026.65 | 41,066 |
| 119 | 80 mm nominal bore | Each | 30 | 2,604.55 | 78,136.5 |
| 120 | 15 mm nominal bore | Each | 13 | 406.85 | 5,289.05 |
| 121 | 20 mm nominal bore | Each | 13 | 462.5 | 6,012.5 |
| 122 | 25 mm nominal bore | Each | 85 | 464.05 | 39,444.25 |
| 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 | 2000 | 11 | 22,000 |
| 124 | 15mm nominal bore | Each | 12 | 574.3 | 6,891.6 |
| 125 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 950 | 495.05 | 4,70,297.5 |
| 126 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 300 | 1,176.8 | 3,53,040 |
| 127 | Cement mortar 1:4 (1cement : 4 coarse sand) | cum | 18 | 15,155.6 | 2,72,800.8 |
| Schedule total | ₹5,46,59,117.65 | ||||
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