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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAccepted-AOC | ₹29.8 L Quoted ₹25.2 L | L1 | Accepted-AOC AoC |
| 2 | L2₹25.3 LRejected-Finance | ₹25.3 L | L2 | Rejected-Finance Rejected |
Tender Value
₹25.1 L
EMD Value
₹50,180
Closing Date
12 May 2026, 12:00 pmClosed
EE RED Barabanki Vikas Bhawan Barabanki
EE RED Barabanki Vikas Bhawan Barabanki
Under District Barabanki, Construction of CC road from Bardan Tiwari house to Mata Baksh Singh house in Basantpur, Lot No 25
2026_REDUP_1142969_25
15/EE RED Barabanki/2026-27 Dt 02/04/2026
Open Tender
Civil Works
90 days
Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹50,180
EE RED Barabanki Vikas Bhawan Barabanki
4 Jun 2026
28 Apr 2026
12 May 2026
28 Apr 2026
12 May 2026
28 Apr 2026
30 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 | Work | - | - | - | - |
Earth work in cutting or in embankment in ordernary soil exacavation to be the form or regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slopes and also including lift up to 1.5m and lead up to 2000 m. The earthe cutting to be used in making embankment or to be deposited as spoil banks within 2000m distance and cartage upto 2 Km distance as Directed by the Enginner-incharge. SI No. 253+231(A) | 1 | cum | 192.57 | ₹192.38 | |
Excavation in foundation in ordinary soil (Loam clay, or sand) including filling lift upto 1. metre (5fts.) and lead upto 30m (100fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surlus earth as directed by the Engineer - in - charge upto a distance of 30m. (100 fts.) from the foundation trenches.As per SCH. PWD 251 | 1 | cum | 133 | ₹132.87 | |
Providing and laying in cement concrete 1:6:12 (I cement : 6 fine sand : 12 graded Brick Ballast 40 mm. Nominal Size) including supply of all materials, labour and T & P etc required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. SI No. SCH. PWD 273 | 1 | cum | 3,752.5 | ₹3,748.75 | |
M-150 Class brick work in 1:4 cement and coarse sand mortar in foundation and super structure including supply of all materials, labours and tools and plants etc. required for proper completion of the work. as per 305 (b) | 1 | cum | 5,120.5 | ₹5,115.38 | |
2.5 cm (1") thick 1:2:4 plain cement concrete floor with cement approved coarse and and 2 cm (3/4") graded approved stone laid in panels finished with 3 mm (1/8") flooring coat of neat cement or cement and marble dust in 5:1 as pecified over & including 8 cm (3") thick base concere consisting of cement, local sand and brick ballast 4 cm (1.5") gauge in the propotion of 1:4:8 and removing any over lapping mortar at the joints of panels if any and giving them a uniform finish including supply of all materials, laobur and T & P etc. required for proer completion of the workt without base concrete. SCH PWD 601 | - | sqm | 323 | - | |
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 | cum | 3,402.14 | ₹3,398.74 | |
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation as approved curing od concrete shalavs slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. | 1 | cum | 8,548.01 | ₹8,539.46 | |
Making construction joint in cc road with 0.8kg Maxfalt,0.01Kg cement &0.0025Cum coarse sand including all complete of work. | 1 | Rmt | 33.73 | ₹33.7 | |
S/F Inaugration black Granite (Polished) 20 mm thick stone size 0.90×0.75 m including Lettering, Printing, border etc, will be painted of superior quality is required shade and colour incuding fixing excavation o foundation (1.40×0.50×0.40m), LCC 1:6:12 (1.40×0.50×0.10m), brick work 1:3 cement coarse and foundation (1.40×0.345×0.30m), Upto 1.40×0.23×1.35m), 12 mm thick Plaster 1:3 cement coarse sand and finishing walls with water proofing white cement paint of approved make and quality such as super snowcem paint etc. all complete | - | No. | 5,320 | - |
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