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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.9 LAdmitted-Finance | -0.45% | ₹24.9 L | L1 | Admitted-Finance |
| 2 | L2₹24.9 L+₹249.92 (0.01%)Admitted-Finance 01 VILLAGE BABOORI BARARI MATHURA UTTAR PRADESH 281005 | MATHURA | UTTAR PRADESH | 281005 | -0.44% | ₹24.9 L+₹249.92 (0.01%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Technically disqualify. |
Tender Value
₹25.0 L
EMD Value
₹50,000
Closing Date
29 Jun 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer, R.D.Spl.Div., Gumla.
Construction of P.C.C. Road from Malang Toli to Bari Toli, Village Banalat, Panchayat Nirasi, Bishunpur block, district Gumla.
2026_RDSPL_115530_1
RDD/SD/GUMLA/12/2026-27
Open Tender
Civil Works
Percentage
90 days
Bishunpur block, district Gumla.
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹50,000
16 Aug 2026
24 Jun 2026
2 Jul 2026
24 Jun 2026
29 Jun 2026
24 Jun 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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. | |||||
| 2 | Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment , scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for emabakment construction | - | m3 | 1 | - |
| 3 | Close graded Granular sub- base Material as per table 400-1 (Construction of granular sub- base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compaction with vibratory roller to achieve the desired density, complete as per clause 401) 4.1B (III) Grading-I | - | m3 | 1 | - |
| 4 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. P.C.C Grade M20 using batching plant, transit mixer & manual placing. | 1 | m3 | 1 | ₹1 |
| 5Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) | |||||
| 6 | Carriage of materials
(i) Cement | 0.12 | MT | - | - |
| 6.01 | (ii) SAND | 0.2 | m3 | 1 | ₹0.2 |
| 6.02 | (iii) Stone chips | 0.02 | m3 | - | - |
| 6.03 | (iv) Stone Metal | 0.5 | m3 | - | - |
| 7 | Add 18 % G.S.T | 0.84 | Rs. | 1 | ₹0.84 |
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