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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.6 LAdmitted-Fee/PreQual/Technical/Finance | -0.15% | ₹6.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.6 L+₹660.10 (0.10%)Admitted-Fee/PreQual/Technical/Finance | -0.05% | ₹6.6 L+₹660.10 (0.10%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L2₹6.6 L+₹660.10 (0.10%)Admitted-Fee/PreQual/Technical/Finance 19 1 ALOO THOK DISTRICT HARDOI | HARDOI | HARDOI | UTTAR PRADESH | -0.05% | ₹6.6 L+₹660.10 (0.10%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹6.6 L
EMD Value
₹6,700
Closing Date
25 Aug 2026, 12:00 pmClosed
Executive Engineering UPSIC KANPUR
Executive Engineering UPSIC KANPUR
Construction of Interlocking Road From h/o Lal Bahadur To h/o Santosh Via h/o Prahalad At Village Khushalpur Aalai, Distt Etawah
2026_MSME_1178249_2
287/EE5/26-27
Open Tender
Civil Works
Percentage
90 days
ETAWAH
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Executive Engineering UPSIC KANPUR
₹6,700
3 Sept 2026
19 Aug 2026
25 Aug 2026
19 Aug 2026
25 Aug 2026
19 Aug 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 | 13.82 | cumt | 236.2 | ₹3,264.28 |
| 2 | Earthwork in excavation in trenches for foundation and for pipes cables etc.in har 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 | 18.47 | Cumt | 145 | ₹2,678.15 |
| 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 | 11.52 | Cumt | 4,250 | ₹48,960 |
| 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 | 38.46 | Cumt | 4,168.17 | ₹1,60,307.82 |
| 5 | Brick masonary work in 1:4 cement and coarse sand of 1.25 fm mortar. SI NO 303 NS | 21.92 | Cumt | 6,300 | ₹1,38,096 |
| 6 | 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 | 3.23 | sqmt | 7,250 | ₹23,417.5 |
| 7 | 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 Chapt. No. 25 S.I. no. 34 | 360.11 | sqmt | 825 | ₹2,97,090.75 |
| 8 | 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 | 0.51 | Cumt | 8,100 | ₹4,131 |
| 9 | 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 | 40.27 | kg | 70.5 | ₹2,839.04 |
| 10 | 12mm Thick plaster ( 1:4 cement and Coarse sand….compt. Chapt. No. 13,Item no. 13.4 | 17.7 | sqmt | 200 | ₹3,540 |
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