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Tender ID
Tender Value
₹75 L
EMD Value
₹5.8 L
Closing Date
27 Mar 2026, 12:00 pmClosed
SE, LUCKNOW CIRCLE, PWD, LUCKNOW
OFFICE OF SE, LUCKNOW CIRCLE, PWD, LUCKNOW
Construction of 3x5x5.00M Span RCC Box Culvert over Kotiya Drain, situated between village Maduri and Narsinghpur in District Raebareli
2026_CEUCZ_1128484_2
1823/401C(2)-LKOCIR/2025-26 DT. 13.03.2026
Open Tender
Civil Works - Bridges
Fixed-rate
120 days
RAEBARELI
Construction of 3x5x5.00M Span RCC Box Culvert over Kotiya Drain, situated between village Maduri and Narsinghpur in District Raebareli
2 documents required · 2 mandatory
₹2,714
₹5.8 L
Yes
OFFICE OF SE, LUCKNOW CIRCLE, PWD, LUCKNOW
11 Apr 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
21 Mar 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 |
|---|---|---|---|---|---|
| 1Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting , trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections per Technical Specification Clause 302.3 | |||||
| - | 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 as per MORD specification 401 | - | Cum. | - | - |
| - | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | - | Cum. | - | - |
| - | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | - | Cum. | - | - |
| - | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | Mt. | - | - |
| - | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | - | Mtr. | - | - |
| - | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | - | Cum. | - | - |
| - | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications | - | Cum. | - | - |
| - | Drainage spouts complete as per drawing and technical specifications Clause 1209 | - | No | - | - |
| - | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | - | Cum. | - | - |
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