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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.8 LAdmitted-Fee/PreQual/Technical/Finance | -0.01% | ₹8.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.8 LAdmitted-Fee/PreQual/Technical/Finance | +0.00% | ₹8.8 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹8.8 LAdmitted-Fee/PreQual/Technical/Finance | +0.50% | ₹8.8 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹8.8 L
EMD Value
₹8,800
Closing Date
13 May 2026, 6:00 pmClosed
Executive Engineering UPSIC KANPUR
Executive Engineering UPSIC KANPUR
Construction of C.C. Road From Phaphund-Khoyala Main Road To Existing C.C. Road At Village Khoyala, Distt Auraiya
2026_MSME_1146271_1
103/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
₹8,800
19 May 2026
7 May 2026
14 May 2026
7 May 2026
13 May 2026
7 May 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 Embakment in ordinary soil including one lead of 30m & one lift of 1.5 Earth with cartage of km 5 .SI NO 253 | 83.4 | Cumt | 273.5 | ₹22,809.9 |
| 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 | 43.65 | Cumt | 145 | ₹6,329.25 |
| 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 | 9.7 | Cumt | 4,250 | ₹41,225 |
| 4 | Cement concrete with 4 cm gauge approved stone ballast approved coarse sand cement in the proportion of 8:4:1 including supply of all material T&P etc. required for proper completion of work. S.I. NO. 281 CHAPT. NO. 5 | 37.83 | Cumt | 6,000 | ₹2,26,980 |
| 5 | Brick masonary work in 1:4 cement and coarse sand of 1.25 fm mortar. SI NO 303 NS | 37.4 | Cumt | 6,300 | ₹2,35,620 |
| 6 | Supply & laying of Polythene Sheet 125 microne. CHAPT. NO. 1, S.I. NO. 19 | 304.53 | Sqmt | 31 | ₹9,440.43 |
| 7 | Cement Concrete 1:2:4 ( 1 cement : 2 coarse : 4 graded stone aggreated 40 mm nominal size ) in pavements, laids to required slopes and camber… compt. Item. S.I. no. 279 a | 51.26 | cumt | 7,250 | ₹3,71,635 |
| 8 | Providing and fixing in position 12mm thick 100 mm deep bitumen impregnated fiber board conforming to IS : 1838 , including cost of primer , sealing compound Grade - A in expansion joints. AS PER DSR 5.28 | 66.5 | rmt | 49.24 | ₹3,274.46 |
| 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% for competitive price as per G.O. | 1 | Less | 46,115.7 | ₹46,115.7 |
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