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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 1 BECIDE SRI MAA UCHATRA MADHYMIK VIDALAY NEAR NIHALPURWA GAYATRIPURAM CIVIL LINE GONDA GONDA UTTAR PRADESH 271001 | GONDA | UTTAR PRADESH | 271001 | Accepted-Technical VERIFY AND OK |
| 2 | Accepted-Technical | Accepted-Technical VERIFY AND OK |
| 3 | Accepted-Technical | Accepted-Technical VERIFY AND OK |
| 4 | Rejected-Technical | Rejected-Technical REJECT IN TECHNICAL EVALUATION |
Tender Value
Refer Docs
EMD Value
₹15.7 L
Closing Date
21 May 2026, 12:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA PARISHAD BHINGA DISTRICT SHRAVASTI
Khairimod sthit maruti nandan mishthan bhandar se session house gate number five puliya tak dono tarak interlocking lgane ka kary
2026_DOLBU_1142893_1
30/N.P.P. Bhinga/E-Tender/2026-27 Date 27 Apr 2026
Open Tender
Civil Works
Percentage
180 days
BHINGA
2 documents required · 2 mandatory
₹15,687
EXECUTIVE OFFICER
₹15.7 L
3 Jun 2026
28 Apr 2026
21 May 2026
28 Apr 2026
21 May 2026
28 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 | 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. | 433.35 | cum | 191.32 | ₹82,908.74 |
| 2 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded Brick aggregate 40 mm nominal size) | 120.38 | cum | 5,006.82 | ₹6,02,695.96 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth Cement mortar 1:4 (1 cement : 4 coarse sand) | 262.15 | cum | 5,417.43 | ₹14,20,178.68 |
| 4 | 1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 40.13 | cum | 7,272.97 | ₹2,91,828 |
| 5 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | 984.4 | sqm | 255.08 | ₹2,51,102.47 |
| 6 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 301.3,4,1 | 2,949.19 | cum | 274.4 | ₹8,09,257.05 |
| 7 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 1,123.5 | cum | 4,676.7 | ₹52,54,272.45 |
| 8 | Sand Filling including cost of sand watering, ramming, consolidating and dressing including lead up to 50 and lift with 1.50 M | 187.25 | cum | 810 | ₹1,51,672.5 |
| 9 | Supply and laying of 80 mm thick rubber mould machanically comprassed interlocking cement concrete paver block manufactured by high pressure & controlled vibration machine having plan dimention 200x(160+120mm) with minimum 5mm thick toping of O.P. cement mixed 25% marble powder . The compressive strength of concrete paver blocks shall not be less than 30Mpa & 4.5Kg/no . including cost of bedding sand and joint filling with sand all material, labour T&P etc . Required for proper completion of work as directed by Engineer-in-charge | 7,490 | sqm | 911 | ₹68,23,390 |
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