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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.8 LAdmitted-Fee/PreQual/Technical/Finance LAKSHMI NAGAR ACHHALDA AURAIYA | ETAWAH | UTTAR PRADESH | 206120 | -0.08% | ₹9.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹9.8 LAdmitted-Fee/PreQual/Technical/Finance | -0.01% | ₹9.8 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹9.8 LAdmitted-Fee/PreQual/Technical/Finance | +0.00% | ₹9.8 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹9.8 L
EMD Value
₹9,900
Closing Date
19 Jun 2026, 6:00 pmClosed
Executive Engineering UPSIC KANPUR
Executive Engineering UPSIC KANPUR
Construction of Interlocking Road From h/o Chetram Dibiyapur- Phaphund Road to h/o Captain Jaiveer Singh Yadav, At Colony Krishna Nagar Jamuha, Block Bhagya Nagar Distt Auraiya
2026_MSME_1158851_2
188/EE5/26-27
Open Tender
Civil Works
Percentage
90 days
DIBIYAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Executive Engineering UPSIC KANPUR
₹9,900
5 Aug 2026
10 Jun 2026
22 Jun 2026
10 Jun 2026
19 Jun 2026
10 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 | Earthwork in cutting or in Embankment in ordinary soil including one lead of 30 m & one lift of 1.5 Earth with cartage of 3 Km . SI NO 253 | 311 | cumt | 236.2 | ₹73,458.2 |
| 2 | 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 | 14.85 | Cumt | 145 | ₹2,153.25 |
| 3 | 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 | 9.9 | Cumt | 4,250 | ₹42,075 |
| 4 | Brick masonary work in 1:4 cement and coarse sand of 1.25 fm mortar. SI NO 303 NS | 26.57 | Cumt | 6,300 | ₹1,67,391 |
| 5 | 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 | 59.41 | Cumt | 3,749.44 | ₹2,22,754.23 |
| 6 | 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 | 594.1 | sqmt | 825 | ₹4,90,132.5 |
| 7 | 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) | 1.9 | cumt | 7,250 | ₹13,775 |
| 8 | 12mm Thick plaster ( 1:4 cement and Coarse sand….compt. Chapt. No. 13,Item no. 13.4 | 99 | sqmt | 200 | ₹19,800 |
| 9 | S/F of 3 x 2 ft. size granite stone at site I/C writing painting with graving and cartage up to site complete. | 1 | job | 5,000 | ₹5,000 |
| 10 | Less 5% as per G.O. | 1 | Less | 51,826.96 | ₹51,826.96 |
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