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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical MADHYA PRADESH | UMARIA | MADHYA PRADESH | 484001 | Admitted-Fee/PreQual/Technical |
Tender Value
₹5.3 L
EMD Value
₹53,000
Closing Date
21 Sept 2026, 5:00 pmClosed
Executive Engineer MI, Division, Etawah
Executive Engineer MI, Division, Etawah
Roof Top Rain Water Harvesting work in Farrukhabad District (Cluster-VIII)
2026_UPMID_1183740_1
476/MI/Lekha/Nivida Suchna/2026-27 Dated 29.08.2026
Open Tender
Civil Works
Percentage
30 days
Farrukhabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
Executive Engineer Minor Irrigation Division
₹53,000
22 Sept 2026
9 Sept 2026
22 Sept 2026
9 Sept 2026
21 Sept 2026
9 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 | Site clearance of loose earth and other small loose materials i/c disposal as directed by engineer incharge. | 100 | Sqm | 5.5 | ₹550 |
| 2 | Dismantling of cement concrete or brick or granolithic floor ,including base concrete and including stacking of dismantled material as directed by Engineer in charge with in distance 60m.SCH P.W.D. Chap-17 item no-697 | 4 | Sqm | 60 | ₹240 |
| 3 | Dismantling of brick on the edge pavement including stacking of servecable material and disposal of unservecable material with ina lead of 50m as per direction of Engineer in charge.SCH PWD CHAPT-20 SI NO-13 | 15.75 | Sqm | 10 | ₹157.5 |
| 4 | E/W excavation for boaring pit/reacharge pit in ordinary soil as per ID SOR CH-5 S.N.-5A | 54.42 | Cum | 135 | ₹7,346.7 |
| 5 | C.C. in 1:4:8 (1 cement:4 fine sand:8 40 mm OBB normal size) and curing complete i/c cost of formwork in foundation and floors as ID SOR ch. VI, SL.1B | 7.04 | Cum | 3,320 | ₹23,372.8 |
| 6 | Class M-150 B/W in 1:4 (cement and coarse sand) mortar in reacharge pit and small chamber at 0.35 m thick wall. | 6.06 | Cum | 5,050 | ₹30,603 |
| 7 | Same as item no-6 but in one brick wall. | 11.73 | Cum | 5,050 | ₹59,236.5 |
| 8 | Same as item no-6 but in less than 12 cm brick wall. | 2.27 | Cum | 5,050 | ₹11,463.5 |
| 9 | 20 mm thick cement plaster in 1:4 with cement, coarse sand mortar two coat 17 mm and finished coat 3 mm thick for neat cement ID SOR ch.IX, SL.No.3 | 104.16 | Sqm | 265 | ₹27,602.4 |
| 10 | R.C.C. work in 1:2:4 with cement, coarse sand and 20mm stone ballast for cover slab of reacharge pit, small chamber. | 2.28 | Cum | 8,100 | ₹18,468 |
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