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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹96.2 LAccepted-Finance | L1 | Accepted-Finance Accepted by Prahari | |
| 2 | L1₹96.2 LRejected-Finance 01 SANT KABIR NAGAR BADHYALALA PACHWA SANTKABIR NAGAR SANT KABIR NAGAR BASTI UTTAR PRADESH 272125 | SANT KABEER NAGAR | UTTAR PRADESH | 272125 | L1 | Rejected-Finance Rejected by Prahari |
Tender Value
₹1.1 Cr
EMD Value
₹7.7 L
Closing Date
5 Oct 2026, 12:00 pmClosed
SE LKO CIR PWD LKO
SE LKO CIR PWD LKO
Construction work of Culvert and approach road on Matariya Nala (Manbhauna) in Lucknow district.
2026_CEUCZ_1190608_4
6054/523(2)C-LKO.CIR/2025-26
Open Tender
Civil Works - Bridges
Percentage
90 days
LUCKNOW
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹7.7 L
SE LKO CIR PWD LKO
9 Oct 2026
29 Sept 2026
5 Oct 2026
29 Sept 2026
5 Oct 2026
29 Sept 2026
30 Sept 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 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. (Excluding G.S.T.) | 162 | Cum | 198 | ₹32,076 |
| 2 | Sand Filling in Foundation below Box Culvert base as per Drawing & Technical specification. (Excluding G.S.T.) | 19 | Cum | 2,210 | ₹41,990 |
| 3 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. (Excluding G.S.T.) | 33 | Cum | 7,300 | ₹2,40,900 |
| 4 | Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5. (Excluding G.S.T.) | 251 | Cum | 8,300 | ₹20,83,300 |
| 5 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202. (Excluding G.S.T.) | 276 | Qtl | 6,827 | ₹18,84,252 |
| 6 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. (Excluding G.S.T.) | 74 | Cum | 168 | ₹12,432 |
| 7 | Construction of subgrade with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 complete in all respects.(Including all material, labour & T&P. (Excluding G.S.T.) | 15,500 | Cum | 184 | ₹28,52,000 |
| 8 | 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 2% Cement (OPC) rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Excluding G.S.T.) | 195 | Cum | 4,480 | ₹8,73,600 |
| 9 | Providing ,Laying ,spreading Material on a prepared sub base,cement@4% by weight to the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfied compressive strength and to form a layer of base. (Excluding G.S.T.) | 188 | Cum | 4,910 | ₹9,23,080 |
| 10 | Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.3 kg per sqm on the prepared surface cleaned hydraulic broom. (Excluding G.S.T.) | 1,890 | Sqm | 20 | ₹37,800 |
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