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Tender ID
Tender Value
₹49 L
EMD Value
₹4.5 L
Closing Date
27 Mar 2026, 12:00 pmClosed
SE, LUCKNOW CIRCLE, PWD, LUCKNOW
OFFICE OF SE, LUCKNOW CIRCLE, PWD, LUCKNOW
Construction of 3x3.00M Span RCC Box Culvert replacing Damaged/ narrow culvert at Km-3 of Aindhi Link Road in District Raebareli
2026_CEUCZ_1128484_1
1823/401C(2)-LKOCIR/2025-26 DT. 13.03.2026
Open Tender
Civil Works - Bridges
Fixed-rate
120 days
RAEBARELI
Construction of 3x3.00M Span RCC Box Culvert replacing Damaged/ narrow culvert at Km-3 of Aindhi Link Road in District Raebareli
2 documents required · 2 mandatory
₹2,714
₹4.5 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 |
|---|---|---|---|---|---|
| 1Dismantling of brick work or stone work in lime or cement mortar and including stacking of material as per directed by the Engineer in charge with in a distence of 60 meter (200ft) (SOR-ch-17,pwd-692) | |||||
| - | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | - | Cum. | - | - |
| - | 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 (A). | - | Cum. | - | - |
| - | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per Drawing & Technical Specification 802, 803, 1202 &77 1203 | - | Cum. | - | - |
| - | Reinforced cement concrete wearing coat M-30 grade Ex. Cluding reinforcement complete as per drawing and technical Specification. | - | Cum. | - | - |
| - | Supplying fitting and placing HYSD bar reinforcement in Superstructuer complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 | - | Mt. | - | - |
| - | Providing weep holes in brick masonry/Plain/Reinfored concrete abutment, wing wall/return wall with 110 mm dia pvc pipe, extending through the full width of the structure with slopes of IV :20H towards drawing foce, Complete as per drawing and Technical Specification | - | Mtr. | - | - |
| - | Drainage Spouts complete as per drawing and Technical specification Clause 1209 | - | No | - | - |
| - | Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder as per drawing and Technical Specification. Clause 1207.2.4 | - | Rmt. | - | - |
| - | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. | - | Cum. | - | - |
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