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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-Finance | ₹7.3 L | L1 | Accepted-Finance Qualified |
| 2 | L2₹7.9 LRejected-Finance | ₹7.9 L | L2 | Rejected-Finance Not Qualified |
Tender Value
₹12.1 L
EMD Value
₹1.2 L
Closing Date
6 Apr 2026, 12:00 pmClosed
E.E. C.D. (Building) PWD Jhansi
Office of the E.E. C.D. (Building) PWD Jhansi
Special repair work of 04 Type-2 and 01 Type-1 guest house in the office premises of Office of Chief Engineer, Jhansi Region, PWD, Jhansi in district Jhansi
2026_CEJNS_1131711_3
425/Nivida-Prakashan/2025-26 Date 24.03.2026
Open Tender
Civil Works - Buildings
90 days
JHANSI
Please refer Tender documents.
3 documents required · 3 mandatory
₹944
₹1.2 L
Yes
Office of the E.E. C.D. (Building) PWD Jhansi
13 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
4 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar DSR 15.7.4 | |||||
| 2Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : DSR 15.12.1 | |||||
| 3Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete DSR 13.88 | |||||
| 415 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) DSR 13.2.2 | |||||
| 5Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 13.80 | |||||
| 6Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). ). DSR 13.111.1 | |||||
| 7Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm DSR 11.41.2 | |||||
| 8Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. DSR 9.21.1 | |||||
| 9Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand) DSR 6.34.2 | |||||
| 10Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level DSR 5.33.2.1 | |||||
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