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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical 397 JASPREET SALUJA INDORE VISHNUPURI ANNEX INDORE MADHYA PRADESH 452001 | INDORE | MADHYA PRADESH | 452001 | 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 17 A SHYAMA JI PURAM I I T SOCIETY IIT KALYANPUR KANPUR UTTAR PRADESH 208016 | KANPUR NAGAR | UTTAR PRADESH | 208016 | Admitted-Fee/PreQual/Technical |
Tender Value
₹45.3 L
EMD Value
₹4.3 L
Closing Date
18 Jun 2026, 3:00 pmClosed
Chief Engineer
Motijheel Nagar Nigam Kanpur.
Improvement of interlocking work from ratanlal nagar gurudwara back side Under Ward-34 Zone-5
2026_NNKAN_1159308_1
163/AA-5/26-27
Open Tender
Civil Works
Fixed-rate
90 days
Ward-34
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,895
₹4.3 L
31 Aug 2026
11 Jun 2026
18 Jun 2026
11 Jun 2026
18 Jun 2026
11 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 |
|---|---|---|---|---|---|
| 1 | Diamenling of brick work or stone in lime or cement mortar DSR/PWD-691 | - | Cum. | 580 | - |
| 2 | Earth work in excavation in trenches for foundation pipes cabel etc in ordinary soil (Loan clay or sand) including lift upto 1.5m. Lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the engineer i/c within a lead of 50m.SCH P.W.D -251 | 1 | Cum. | 215 | ₹214.98 |
| 3 | Earth work in cutting or in embankment in ordinary soil excavation to be done form of regular pits not excding 1/2M. in depth and work embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. distance as directed by Engg. i/c.SI.No.253 | - | Cum. | 170 | - |
| 4 | M-150 class brick work in 1:4 cement and Corarse sand of 1.25 fineness Modulous mortar in foundation and plinth including supply of all mat.,labour and tools and plants etc required for proper completion of the work. (Item No-303(ii)) | - | Cum. | 6,600 | - |
| 5 | 12mm thick plaster in single coat on rough side of single of half brick wall for interior plasteringvupto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80 mm. in grith and finished even and smooth.(Item No-17.59 ) ii-1cement : 4 fine sand | - | Sqm. | 200 | - |
| 6 | RCC 1:2:4 (1 Cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size) | 1 | Cum. | 7,590 | ₹7,589.24 |
| 7 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work ( when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work including supply of steel its | - | qtl | 7,200 | - |
| 8 | construction of GRANULAR SUB BASE (G.SB) by providing closed greded material spreading in uniform layer with motar grader on prepared surface mixing by mix in place menthod with totavater at OMC and compacting with vibratory roller to achive to the desire density complete in MORTH &H-Specification 401 | - | Cum. | 3,676 | - |
| 9 | p/l 80mm thick r/m interlocking tiles etc all comp. | - | Sqm. | 925 | - |
| 10 | cartage of earth up to 3.k.m etc all comp. | 1 | Cum. | 116.96 | ₹116.95 |
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