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Tender Value
₹12.7 Cr
EMD Value
₹25.5 L
Closing Date
28 Jul 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
BRIDGE
17 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 tenderers shall submit requisite information as per ANNEXURE-IX, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
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.
Definition Of Similar Work : - Any type of building or civil engineering works with PEB structure.
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed 1.1.1 on National Stock Exchange or Bombay Stock Exchange, incorporated/registered atleast 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates.
In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, 1.1.2 bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
34 conditions · 8 needing a document upload
The following documents should be specified for submission along with tender:
His capacity to undertake and carry out the work satisfactorily with details about the transport equipments, construction tools & plants etc. required for the work, maintained by him.
Detailed particulars of works he/they have executed in the last three years should be submitted along with the Tender.
List of present workload in hand has to be submitted along with the tender.
List of technical personnel proposed to be engaged in this work.
Please provide your bank details to facilitate payment through ECS.
GST Registration certificate and PAN to be submit
Tenderer/bidder has to submit his bid capacity duly certified by the chartered Accountant along with the attachments. The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-A in the tender Document 1.6.1 (Reference-Annexure-VI, Para 10.3 & 17.15.3 of Tender Form (Second Sheet) of Annexure I of ITT) . In case, the tenderer/s failed to submit the above statement along with offer, their/his offer shall be considered as incomplete and will be rejected summarily.
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 (Not required if one or more partners are authorized in Parternership deed to sign on behalf of the firm.). 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 above power of attorney shall be submitted even if such specific person is authorized for above purposes through partnership deed/Memorandum of Understanding/Article of Association or such other document, failing which tender is liable to be rejected.
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 tenderer(s) for deficient documents/credentials noted during scrutiny of tender/offer nor any document/credential will 2.2.1 be accepted after opening of the tender and the offer shall be decided on the basis of submitted documents/Credentials downloaded with offer only".
All the mandatorily documents to be uploaded by the bidder against any compliance condition shall be opened as part of 2.2.2 technical bid and will be considered for technical bid evaluation. Non-Submission of the document shall consider as incomplete and will be rejected summarily.
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.
In case of any difficulty, help desk available on the website of IREPS may be approached.
Bid Security:- The tenderer(s) is required to deposit a stipulated amount as Bid Security for the performance of the tender who will keep the offer open for a period three times the tender notice period from the date fixed for opening of tender, it being clearly understood that the tenderer(s) after submitting his tender will not withdraw from his offer or modify the rates, items and conditions thereof, failing which the aforesaid amount shall be liable to be forfeited to the Railway. 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-XXIII of Tender Document and shall be valid for a period of 90days beyond the bid validity period. Details may seen in Tender Documents.
The Bid security deposited with the tender of successful tenderer will be retained as part of security deposit which will be 5 percent of the value of work awarded. The balance amount of security deposit will be recovered from on account bills of the work @ 6 percent till it reaches upto 5 percent of the value including bid security.
MAINTENANCE PERIOD - The tenderer/s shall be required to maintain the work effectively for the specified period from the date of completion as per Clause No.47 of the General Conditions of Contract, April 2022 and no part refund of Security Deposit shall be permitted during the maintenance period mentioned above.
Subsequent to the enactment of GST Act, para (a) of Clause 6 (Care In submission Of Tenders), Part-I of General Conditions of Contract are revised and shall be read as under:
Tenderers will examine the various provisions of The Central Goods and Service Tax Act, 2017 (CGST)/ Integrated Goods and Service Tax Act, 2017(IGST)/Union Territory Goods and Services Tax Act, 2017 (UTGST)/Respective state's State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt. & as amended from time to time and applicable taxes before bidding. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates.
The successful tenderer who is liable to be registered under CGST/IGST/UTGST/SGST Act shall submit GSTIN along with other details required under CGST/IGST/UTGST/SGST Act to railway immediately after the award of contract, without which no payment shall be released to the contractor. The contractor shall be responsible for deposition of applicable GST to the concerned authority.
In case the successful tenderer is not liable to be registered under CGST/IGST/UTGST/SGST Act, the railway shall deduct the applicable GST from his/their bills under reverse charge mechanism (RCM) and deposit the same to the concerned authority.
Joint venture will be permitted in the tender value more than Rs.10.00 Crs.
Certificate from private individuals/firms for whom such works are executed/being executed shall not be considered.
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in Clause-37 of the Standard General Conditions of Contract for the completion of works to the entire satisfaction of the Engineer.
Tenders other than in form of e-Tendering shall not be accepted against this tender. For this purpose, tenderers are required to register themselves with IREPS. Registration requires procurement of Class III Digital Signature Certificate and Digital Encryption Certificate.
The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification by the railway shall not relieve the bidder of its obligations or liabilities hereunder nor will it affect any rights of the railway thereunder.
In case of any wrong information submitted by tender, the contract shall be terminated, Performance Guarantee (PG) and Security Deposit(SD) of contract forfeited and agency barred for doing business on entire Indian Railways for 5 (five) years.
Any Conditional offer will be summarily rejected.
Tender will be opened at the specified time and date. In case the specified date is declared a holiday, the tender would be opened at the same time on the next working day.
Tenders have been invited for and on behalf of the President of India for the work mentioned as per NIT.
(A) Design, fabrication & construction of PEB (pre-engineered Building) structure for testing lab, Inspection record room, equipment room, including other accessories at NJP/PNO/SCL in connection with Bridge rehabilitation works on N F Railway. (B) Construction of SHED for storage of UC Span Railway Bridge components of 6x155', 1x258' & 1x338' at NJP
DCBL022026NJP
DCBL022026NJP
Open
Works - General
8 Months
Kamrup, Assam
₹0
₹25.5 L
24 Jun 2026
24 Jun 2026
6 Jul 2026
138 items across 2 schedules · ₹6,76,07,209.61 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 50 | 217.55 | 10,877.5 |
| 2 | All kinds of soil | cum | 1950 | 177.5 | 3,46,125 |
| 3 | All kinds of soil. | cum | 10 | 260.3 | 2,603 |
| 4 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 152 | 81.6 | 12,403.2 |
| 5 | 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 | 150 | 196 | 29,400 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 160 | 2,123.75 | 3,39,800 |
| 7 | All kinds of soil | Sqm | 15800 | 34.15 | 5,39,570 |
| 8 | 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 | 80 | 308.2 | 24,656 |
| 9 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 30 | 8,340.85 | 2,50,225.5 |
| 10 | 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 | 15 | 7,294.7 | 1,09,420.5 |
| 11 | 1:3:6 (1 cement : 3 manufactured sand derived from Recycled concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Aggregate (RA) ) | cum | 62 | 5,639.85 | 3,49,670.7 |
| 12 | Foundations, footings, bases for columns | Sqm | 1365 | 392.15 | 5,35,284.75 |
| 13 | Columns, piers, abutments, pillars, posts and struts | Sqm | 252 | 961.3 | 2,42,247.6 |
| 14 | 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 | 62 | 8,726.85 | 5,41,064.7 |
| 15 | 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 | 125 | 410.85 | 51,356.25 |
| 16 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 1100 | 9,212.6 | 1,01,33,860 |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 100 | 392.15 | 39,215 |
| 18 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 30 | 842.5 | 25,275 |
| 19 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1085 | 927.25 | 10,06,066.25 |
| 20 | Shelves (Cast in situ) | Sqm | 70 | 927.25 | 64,907.5 |
| 21 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 351 | 736.4 | 2,58,476.4 |
| 22 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 35 | 961.3 | 33,645.5 |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 10750 | 107.85 | 11,59,387.5 |
| 24 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 38000 | 107.85 | 40,98,300 |
| 25 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 40 | 9,655.7 | 3,86,228 |
| 26 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 52 | 7,370.65 | 3,83,273.8 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 7,132.25 | 3,56,612.5 |
| 28 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 8011.24 | 1,123.8 | 90,03,031.51 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 7 | 7,311.25 | 51,178.75 |
| 30 | Area of slab upto 0.50 sqm | Sqm | 20 | 3,414.8 | 68,296 |
| 31 | 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 | 80 | 1,267.95 | 1,01,436 |
| 32 | Kiln seasoned and chemically treated hollock wood | cum | .9 | 83,378.05 | 75,040.25 |
| 33 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 3,167.95 | 1,58,397.5 |
| 34 | On one side only | Sqm | 25 | 478 | 11,950 |
| 35 | 20 mm dia | Metre | 230 | 393.25 | 90,447.5 |
| 36 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 795.68 | 238.35 | 1,89,650.33 |
| 37 | 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 | 236 | 228.85 | 54,008.6 |
| 38 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm ( +/- 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm ( +/- 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer's specification and direction of Engineer-in- charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places | Sqm | 22 | 3,068.85 | 67,514.7 |
| 39 | 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 | 82 | 492.7 | 40,401.4 |
| 40 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 550 | 97.2 | 53,460 |
| 41 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 92861 | 123.6 | 1,14,77,619.6 |
| 42 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 14062 | 172.6 | 24,27,101.2 |
| 43 | G.I. pipes | Kg | 33 | 203.05 | 6,700.65 |
| 44 | 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 | 300 | 772.4 | 2,31,720 |
| 45 | 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 | 1300 | 792.05 | 10,29,665 |
| 46 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 950 | 1,056.15 | 10,03,342.5 |
| 47 | Size of Tile 600x600 mm | Sqm | 800 | 1,553.45 | 12,42,760 |
| 48 | Size of Tile 600 x 600 mm | Sqm | 80 | 1,464.85 | 1,17,188 |
| 49 | 75 mm diameter | Metre | 162 | 248.8 | 40,305.6 |
| 50 | 110 mm diameter | Metre | 160 | 377.4 | 60,384 |
| 51 | 110 mm | Each | 66 | 371.3 | 24,505.8 |
| 52 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 222 | 1,401.35 | 3,11,099.7 |
| 53 | 2 mm thick flat | Sqm | 120 | 1,245.65 | 1,49,478 |
| 54 | 1:4 (1 cement: 4 fine sand) | Sqm | 4120 | 347.05 | 14,29,846 |
| 55 | 1:4 (1 cement: 4 fine sand) | Sqm | 1020 | 471.35 | 4,80,777 |
| 56 | 1:4 (1 cement: 4 fine sand) | Sqm | 95 | 425.55 | 40,427.25 |
| 57 | 12 mm cement plaster | Sqm | 300 | 449.55 | 1,34,865 |
| 58 | Neat cement punning. | Sqm | 881.82 | 79.95 | 70,501.51 |
| 59 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 7000 | 262.7 | 18,38,900 |
| 60 | 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 | 400 | 160.6 | 64,240 |
| 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 | 5000 | 193.7 | 9,68,500 |
| 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 | 150 | 176.25 | 26,437.5 |
| 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 | 2920 | 170.7 | 4,98,444 |
| 64 | One or more coats with copal varnish | Sqm | 60 | 94.6 | 5,676 |
| 65 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) | Sqm | 2081 | 1,360.45 | 28,31,096.45 |
| 66 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 15 | 1,503.6 | 22,554 |
| 67 | 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 | 100 | 218.9 | 21,890 |
| 68 | 90 mm to 45 mm size stone aggregate | cum | 100 | 2,098.4 | 2,09,840 |
| 69 | 53 mm to 22.4 mm size stone aggregate | cum | 500 | 1,842.3 | 9,21,150 |
| 70 | 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 | 180 | 1,046.95 | 1,88,451 |
| 71 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | Sqm | 200 | 33.3 | 6,660 |
| 72 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 367.5 | 60.5 | 22,233.75 |
| 73 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 367.5 | 48.2 | 17,713.5 |
| 74 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | Each | 200 | 206.3 | 41,260 |
| 75 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 122.5 | 8,505.65 | 10,41,942.13 |
| 76 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity. | cum | 122.5 | 12,126.2 | 14,85,459.5 |
| 77 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications. | Sqm | 140 | 747.8 | 1,04,692 |
| 78 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in- charge. | Sqm | 300 | 199.35 | 59,805 |
| 79 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 100 | 972 | 97,200 |
| 80 | With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 | cum | 24 | 2,808.55 | 67,405.2 |
| 81 | 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 |
| 82 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 8,006.6 | 16,013.2 |
| 83 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 16 | 2,301.75 | 36,828 |
| 84 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 16 | 1,683.35 | 26,933.6 |
| 85 | 510x1040 mm bowl depth 250 mm | Each | 2 | 6,945.6 | 13,891.2 |
| 86 | 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 | 16 | 349.15 | 5,586.4 |
| 87 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 3 | 1,034.8 | 3,104.4 |
| 88 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 16 | 6,940.75 | 1,11,052 |
| 89 | 40 mm dia | Each | 32 | 119.55 | 3,825.6 |
| 90 | 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 | 8 | 1,607.95 | 12,863.6 |
| 91 | Circular shape 450 mm dia | Each | 16 | 1,479.05 | 23,664.8 |
| 92 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 8 | 1,083.5 | 8,668 |
| 93 | C.P. brass | Each | 16 | 803.7 | 12,859.2 |
| 94 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 120 | 1,151.9 | 1,38,228 |
| 95 | 100 mm dia pipe | Each | 3 | 198.15 | 594.45 |
| 96 | Sand cast iron S&S as per IS - 1729 | Each | 24 | 470.45 | 11,290.8 |
| 97 | Sand cast iron S&S as per IS - 1729 | Each | 16 | 939.9 | 15,038.4 |
| 98 | 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 | 16 | 168.35 | 2,693.6 |
| 99 | 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 | 16 | 231.95 | 3,711.2 |
| 100 | 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 | 16 | 708.95 | 11,343.2 |
| 101 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 160 | 265.05 | 42,408 |
| 102 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 200 | 450.95 | 90,190 |
| 103 | 20 mm nominal dia Pipes | Metre | 320 | 537.6 | 1,72,032 |
| 104 | 50 mm dia nominal bore | Metre | 30 | 762.15 | 22,864.5 |
| 105 | 15 mm nominal bore | Each | 40 | 353.25 | 14,130 |
| 106 | 15 mm nominal bore | Each | 88 | 353.25 | 31,086 |
| 107 | 25 mm nominal bore | Each | 8 | 622.4 | 4,979.2 |
| 108 | 40 mm nominal bore | Each | 4 | 826.1 | 3,304.4 |
| 109 | 50 mm nominal bore | Each | 2 | 1,026.65 | 2,053.3 |
| 110 | 80 mm nominal bore | Each | 2 | 2,604.55 | 5,209.1 |
| 111 | 25 mm nominal bore | Each | 8 | 464.05 | 3,712.4 |
| 112 | 150 mm diameter | Each | 16 | 222.35 | 3,557.6 |
| 113 | 100 mm dia pipe | Metre | 84 | 1,423.1 | 1,19,540.4 |
| 114 | 150 mm dia pipe | Metre | 72 | 2,037 | 1,46,664 |
| 115 | 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 | 8000 | 11 | 88,000 |
| 116 | 15 mm nominal bore | Each | 8 | 506.8 | 4,054.4 |
| 117 | 15 mm nominal bore | Each | 8 | 820.7 | 6,565.6 |
| 118 | 15 mm nominal bore | Each | 8 | 670.45 | 5,363.6 |
| 119 | 15mm nominal bore | Each | 8 | 574.3 | 4,594.4 |
| 120 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 8 | 196.95 | 1,575.6 |
| 121 | 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 | 16 | 111.45 | 1,783.2 |
| 122 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 150 | 6,937.9 | 10,40,685 |
| 123 | Initial test (Test Load 2.5 times the Safe capacity) | Per Test | 1 | 70,420.5 | 70,420.5 |
| 124 | Upto 400 tonne Safe capacity of group | Per Test | 2 | 40,545.15 | 81,090.3 |
| 125 | Upto 50 tonne capacity pile | Per Test | 2 | 19,632.4 | 39,264.8 |
| 126 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 38 | 495.05 | 18,811.9 |
| 127 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 820 | 598.6 | 4,90,852 |
| 128 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 25.2 | 1,139.3 | 28,710.36 |
| 129 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 90 | 1,505.25 | 1,35,472.5 |
| 130 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 400 | 617.05 | 2,46,820 |
| 131 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 30 | 8,042.3 | 2,41,269 |
| 132 | 400 mm dia | Metre | 320 | 2,496.55 | 7,98,896 |
| 133 | Frame size 65 x 150 mm | Metre | 207 | 1,637.65 | 3,38,993.55 |
| 134 | 35 mm thick | Sqm | 100 | 5,432.85 | 5,43,285 |
| Schedule total | ₹6,75,02,238.59 | ||||
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