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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | -15.37% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 CrAdmitted-Finance | -14.90% | ₹1.7 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical ADD 627 BAKSHI KHURD DARAGANJ TEHSIL SADAR PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | - | - | - | Rejected-Technical NOT AS PER TENDER DOCUMENT |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical NOT AS PER TENDER DOCUMENT |
| 5 | Rejected-Technical VARANASI | VARANASI | UTTAR PRADESH | - | - | - | Rejected-Technical NOT AS PER TENDER DOCUMENT |
Tender Value
₹2.0 Cr
EMD Value
₹4.1 L
Closing Date
13 Jul 2026, 3:00 pmClosed
EE, CD, LUCKNOW-11, UPAVP, LUCKNOW
EE, CD, LUCKNOW-11, UPAVP, VRINDAVAN YOJNA LUCKNOW
Construction of park-Horticulture work in sector E and H at Amrapali Yojna Hardoi Road Lucknow under infrastructure work.
2026_UPHDB_1160209_1
871/W-13/88 DT. 08-06-2026
Open Tender
Civil Works
Percentage
180 days
LUCKNOW
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
Ex. Engg. CD LUCKNOW 11 UPAVP LUCKNOW
₹4.1 L
Yes
29 Jul 2026
12 Jun 2026
13 Jul 2026
12 Jun 2026
13 Jul 2026
12 Jun 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 |
|---|---|---|---|---|---|
| 0.0_) | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. .All kinds of soil | 515.66 | CUM | 205.61 | ₹1,06,024.85 |
| 0.0_) | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 113.58 | CUM | 5,380.8 | ₹6,11,151.26 |
| 0.0_) | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | 570.09 | CUM | 7,174.82 | ₹40,90,293.13 |
| 0.0_) | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :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) PLINTH BAND | 105.19 | CUM | 7,145.24 | ₹7,51,607.8 |
| 0.0_) | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | 929.08 | SQM | 581.68 | ₹5,40,427.25 |
| 0.0_) | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | 195.28 | CUM | 8,733.81 | ₹17,05,538.42 |
| 0.0_) | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and 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). | 27.51 | CUM | 9,088.19 | ₹2,50,016.11 |
| 0.0_) | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) | 7,045.19 | SQM | 271.45 | ₹19,12,416.83 |
| 0.0_) | Finishing walls with Acrylic Smooth exterior paint of required shade :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)Providing 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. | 7,045.19 | SQM | 250.12 | ₹17,62,142.92 |
| 0.0_) | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | 184.1 | QTL. | 8,519.07 | ₹15,68,360.79 |
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