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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.8 LAdmitted-Fee/PreQual/Technical/Finance NIWASI HAZARA BAGH HARDOI ROAD SANDILA HARDOI | -0.05% | ₹4.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.8 LAdmitted-Fee/PreQual/Technical/Finance 0 CANAL ROAD ASHA NAGAR HARDOI HARDOI UTTAR PRADESH 241001 | HARDOI | UTTAR PRADESH | 241001 | +0.00% | ₹4.8 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.9 LAdmitted-Fee/PreQual/Technical/Finance | +1.00% | ₹4.9 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹48.4 L
EMD Value
₹49,000
Closing Date
17 Aug 2026, 2:00 pmClosed
EXCUTIVE ENGINEER
EXCUTIVE ENGINEER KANPUR
S/F OF 10 NOS 150 LITERE WATER COOLER ,BORING (WATER SYSTEM) TANK AND SAFETYN COVER AT VARIOUS PLACES OF SANDILA VIDHANSABHA, DISTT. HARDOI
2026_MSME_1174961_1
802/EE1M/2026-27
Open Tender
Civil Works
Percentage
90 days
HARDOI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
EXCUTIVE ENGINEER
₹49,000
18 Aug 2026
5 Aug 2026
17 Aug 2026
5 Aug 2026
17 Aug 2026
5 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 | Earth work in excavation by mechanical means(Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil DSR.2.8 | 5.45 | cum | 191.32 | ₹1,042.69 |
| 2 | 1:5:10 (1 Cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR. 4.1.10 | 2 | cum | 4,791.17 | ₹9,582.34 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) DSR. 6.1.2 | 5.2 | cum | 5,242.2 | ₹27,259.44 |
| 4 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) DSR.4.1.4 | 0.86 | cum | 5,718.52 | ₹4,917.93 |
| 5 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes DSR 10.16.1 | 792 | kg | 142.88 | ₹1,13,160.96 |
| 6 | 12 mm thick Plaster in 1:6 cement fine sand in inner side …complete item. DSR 13.1.2 | 11.4 | Sqm | 255.08 | ₹2,907.91 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR.5.22.1 | 81.01 | kg | 79.27 | ₹6,421.66 |
| 8 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) DSR.4.1.4 | 0.13 | cum | 5,718.52 | ₹743.41 |
| 9 | Painting Steel work with Deluxe Multi Surface Paint to
give an even shade. Two or more coat applied @ 0.90 ltr/
10 sqm over an under coat of primer applied @ 0.80 ltr/
10 sqm of approved brand and manufacture DSR 13.48.3 | 21.3 | Sqm | 125.46 | ₹2,672.3 |
| 10 | E/W in embankment in ordinory soil with 1.50 m lift and 30 m lead including 3 k.m cartage lab 18p all complition of the work as per SI NO 253+ 3KM Cartage | 1.07 | cum | 188.2 | ₹201.37 |
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BOQ_2207844.xls
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DE802EE1M.pdf
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