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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹81.9 LAdmitted-Finance | -5.01% | ₹81.9 L | L1 | Admitted-Finance |
| 2 | L2₹83.7 LAdmitted-Finance | -2.95% | ₹83.7 L | L2 | Admitted-Finance |
| 3 | L3₹85.2 LAdmitted-Finance ALIGARH UTTAR PRADESH | ALIGARH | UTTAR PRADESH | 202001 | -1.20% | ₹85.2 L | L3 | Admitted-Finance |
Tender Value
₹86.2 L
EMD Value
₹1.7 L
Closing Date
20 Apr 2026, 3:00 pmClosed
Office EE CD LKO 13 UPAVP, Lucknow
Office EE CD LKO 13 UPAVP, Lucknow
Construction work of Boundary Wall at Government Industrial Training Institute, Mohanlalganj, Lucknow
2026_UPHDB_1132639_1
453/W-13/24 Dt- 28.03.2026
Open Tender
Civil Works - Buildings
180 days
Mohanlalganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
Office EE CD LKO 13, UPAVP, Lucknow
₹1.7 L
4 May 2026
2 Apr 2026
20 Apr 2026
2 Apr 2026
20 Apr 2026
2 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 |
|---|---|---|---|---|---|
| 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 0.4 | CUM | - | - |
| 0_) | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 0.2 | CUM | - | - |
| 0_) | Providing and laying in position cement concrete of specified grade 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) excluding the cost of centering and shuttering.
All work up to plinth | - | CUM | - | - |
| 0_) | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :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) | 1 | CUM | - | - |
| 0_) | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :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) for the COLUMNS . | 1 | CUM | - | - |
| 0_) | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 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) | - | CUM | - | - |
| 0_) | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) | 0.2 | SQM | - | - |
| 0_) | 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. | - | SQM | - | - |
| 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 @ 2.20 kg/10 sqm) | - | SQM | - | - |
| 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 | 0.2 | KG | - | - |
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