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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.1 LAdmitted-Fee/PreQual/Technical/Finance | -0.07% | ₹9.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹9.1 LAdmitted-Fee/PreQual/Technical/Finance ETAWAH | -0.03% | ₹9.1 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹9.1 LAdmitted-Fee/PreQual/Technical/Finance LAKSHMI NAGAR ACHHALDA AURAIYA | ETAWAH | UTTAR PRADESH | 206120 | -0.01% | ₹9.1 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹9.1 L
EMD Value
₹9,100
Closing Date
5 May 2026, 6:00 pmClosed
Executive Engineering UPSIC KANPUR
Executive Engineering UPSIC KANPUR
Construction of Interlocking Road From Ram das Sharma to Well And h/o Atibal Singh to h/o Tilak singh,At Village Fatehpur Beni, Block Bhagya Nagar, Distt Auraiya
2026_MSME_1138189_8
34/EE5/26-27
Open Tender
Civil Works
Percentage
90 days
Auraiya
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Executive Engineering UPSIC KANPUR
₹9,100
27 May 2026
17 Apr 2026
6 May 2026
17 Apr 2026
5 May 2026
17 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 |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation in trenches for foundation and for pipes cables etc.in hard soil mix with kankar including lift 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer -In- Charge. SI NO 251 | - | Cumt | - | - |
| 2 | Concrete with 4 cm gauge Brick ballast fine sand of 1.25 FM and cement in porpretion 12:6:1 in foundation including supply of all materials labour tools and plants etc require for proper completion of work As per No.273 | - | Cumt | - | - |
| 3 | Brick masonary work in 1:4 cement and coarse sand of 1.25 fm mortar. SI NO 303 NS | - | Cumt | - | - |
| 4 | Construction of granular sub base by providing well graded material spreading in uniform layers with mortar grader on prepared surface,mixing by mix in place method with rotavater at OMC,and compacting with vibratory roller to achieved the desired density complete as per clause | - | Cumt | - | - |
| 5 | Providing and Laying of Interlocking Concrete Zig - Zag Rubber Moulded Concrete Block pavement having thickness 80mm thick Interlocking Tiles strength not less than 30KN/sqmt. Complete as per Technical Specification 1500. (6.7) 34 chapt. No. 25 | - | sqmt | - | - |
| 6 | Cement Concrete with 4 cm. Gauge approved stone ballast apoproved Coarse Sand and Cement in Proportion of 4:2:1 including supply of All material… Compt. Item. Chapt. No. 5 (279 A) | - | cumt | - | - |
| 7 | P/L of R.C.C 1:2:4 with cement coarse sand and 2 cm gauge stone ballast for lintels sunshade as per Sl.No.284 | - | cumt | - | - |
| 8 | Mild steel or iron work in plain such as R.C.C work including bending for proper completion of the work as per Sl.No.504 | - | kg | - | - |
| 9 | 12mm Thick plaster ( 1:4 cement and Coarse sand….compt. Chapt. No. 13,Item no. 13.4 | - | sqmt | - | - |
| 10 | S/F of 3 x 2 ft. size granite stone at site I/C writing painting with graving and cartage up to site complete. | - | job | - | - |
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