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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.9 LAccepted-AOC | ₹25.9 L Quoted ₹21.9 L | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹21.9 L+₹1,097.04 (0.05%)Rejected-Finance | ₹21.9 L+₹1,097.04 (0.05%) | L2 | Rejected-Finance 2nd bidder |
Tender Value
₹26.1 L
EMD Value
₹52,200
Closing Date
4 May 2026, 12:00 pmClosed
EE RED Chandauli
EE RED Chandauli
Vikas Khand Chahniya ke Gram Panchayat Naidhi Mukundpur me Japan ke ghar se mandir hote hue prathmik pathshala ki taraf sampark marg par interlocking road ka nirman karya.
2026_REDUP_1138505_18
21/RED/Chandauli/26-27 Date-04-04-2026
Open Tender
Civil Works - Roads
Percentage
90 days
Chahaniya
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,104
₹52,200
1 Jun 2026
20 Apr 2026
4 May 2026
20 Apr 2026
4 May 2026
20 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 | Excavation in foundation in ordinary soil including lift upto 1.5m and lead upto 30m requiring the use of special T&P As per S.I. No. 251. | - | Cum | - | - |
| 2 | Cement concrete with 4cm gauge brick ballast,fine sand 1.25FM and cement in the proportion of 12:6:1 in foundation and under floors including supply of all material labour and T&P etc required for the proper completion of the work.As per S.I. No. 273 | - | Cum | - | - |
| 3 | Supply and laying of 350mm dia NP-3 hume pipe at site.For Cross Drainage. | - | Mtr. | - | - |
| 4 | Providing and laying non-pressure NP3 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : DSR 19.6.4 only labour | - | Mtr. | - | - |
| 5 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203 | - | Cum | - | - |
| 6 | E/W in cutting or in embankment in ordinary soil I/C ramming & dressing the surface to required levels and slopes including cartage of earth upto 4Km. i/c all SI-253 | - | Cum | - | - |
| 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 perTechincal Specification clause 401 | - | Cum | - | - |
| 8 | Providing and laying of Interlocking Concrete Block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504. | - | Sqm | - | - |
| 9 | Cement concrete with 20mm gauge stone grit,coarse sand&cement in proportion of 4:2:1 in foundation.including supply of all materials,labour and T&P etc. required for proper completion of the work.As per S.I.No.279b | - | Cum | - | - |
| 10 | 12 mm thick plaster with cement mortar consisting of one part of cement and four part of sand of 1.25 F.M. Minimum thickness not less than 10 mm including supply of all materials, labour T&P etc.required for proper completion of work.As per SI No-584. | - | Sqm | - | - |
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