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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹15.8 Cr
EMD Value
₹31.6 L
Closing Date
16 Oct 2026, 3:00 pm5d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Executive Engineer
Executive Engineer, CD LKO-10, UPAVP, Neelgiri Complex Indira Nagar, Lucknow.
Construction of Ground Plus 5 Storey 320 Person Capacity Barrack at New Police Lines Kalli Paschim of Commissionerate Lucknow.
2026_UPHDB_1187962_1
1336/AC-8/709 dated 16.09.2026
Open Tender
Civil Works
Percentage
450 days
Lucknow
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,850
Executive Engineer, C.D. Lucknow-10
₹31.6 L
Yes
19 Sept 2026
19 Sept 2026
16 Oct 2026
19 Sept 2026
16 Oct 2026
19 Sept 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kindsof soil DSR 2.6.1 | 3,014.98 | CUM | 140.22 | ₹4,22,760.5 |
| 2 | 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) DSR 4.1.8 | 300.72 | CUM | 5,381.16 | ₹16,18,222.44 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27 | 166.45 | CUM | 1,677.66 | ₹2,79,246.51 |
| 4 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. DSR 2.35.3.1 | 1,297.87 | SQM | 244.93 | ₹3,17,887.3 |
| 5 | As in item above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using M-25 Mix concrete) DSR 5.33.1.1 | 1,100 | CUM | 7,508.31 | ₹82,59,141 |
| 6 | According IS 456 minimum cement content 300 kg/cum.
Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. DSR 5.35 | 88,455.4 | KG | 5.79 | ₹5,12,156.77 |
| 7 | As in item above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using M-25 Mix concrete) DSR 5.33.2 | 1,934.11 | CUM | 7,789.26 | ₹1,50,65,285.66 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 5.22.6 & 5.22A.6 | 4,000 | QTL. | 8,519.65 | ₹3,40,78,600 |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in .foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-6.1.1 | 133.97 | CUM | 5,634.14 | ₹7,54,805.74 |
| 10 | 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) DSR 4.10 | 131.05 | SQM | 324.55 | ₹42,532.28 |
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