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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹20.4 LAdmitted-Finance GRAM SHIVPURTO TOLI PO ANJAN GUMLA JHARKHAND | -3.00% | ₹20.4 L | L1 | Admitted-Finance |
| 2 | L2₹21.0 LAdmitted-Finance | -0.35% | ₹21.0 L | L2 | Admitted-Finance |
| 3 | L3₹21.1 LAdmitted-Finance 01 VILLAGE BABOORI BARARI MATHURA UTTAR PRADESH 281005 | MATHURA | UTTAR PRADESH | 281005 | +0.00% | ₹21.1 L | L3 | Admitted-Finance |
Tender Value
₹21.1 L
EMD Value
₹42,200
Closing Date
13 Apr 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer, R.D.Spl.Div., Gumla.
Construction of P.C.C. Road from Govt. Primary School, Parsa, Raidih to Rupesh Sahu Home at village Parsa, Panchayat Parsa, Raidih block, district Gumla.
2026_RDSPL_112555_1
RDD/SD/GUMLA/30/2025-26
Open Tender
Civil Works
90 days
Raidih block, district Gumla.
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹42,200
16 May 2026
8 Apr 2026
15 Apr 2026
8 Apr 2026
13 Apr 2026
8 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earthwork 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. | 1 | m3 | - | - | BI01010001010000000000000515BI0100001112 |
| 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 | - | BI01010001010000000000000515BI0100001113 |
| 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 | 1 | m3 | 1 | ₹1 | BI01010001010000000000000515BI0100001114 |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Shoulder in P.C.C | 1 | m3 | - | - | BI01010001010000000000000515BI0100001115 |
| 5Plain/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. | ||||||
| 6 | Carriage of materials
(i) Cement with avg. lead 8KM (1K+7P) | 0.4 | MT | - | - | BI01010001010000000000000515BI0100001117 |
| 6.01 | (ii) SAND with avg. lead 16KM | - | m3 | - | - | BI01010001010000000000000515BI0100001118 |
| 6.02 | (iii) Stone chips with avg. lead 8KM | 0.98 | m3 | 1 | ₹0.98 | BI01010001010000000000000515BI0100001119 |
| 6.03 | (iv) Stone Metal | 0.94 | m3 | - | - | BI01010001010000000000000515BI0100001120 |
| 7 | Add 18% G.S.T | 0.62 | Rs. | 1 | ₹0.62 | BI01010001010000000000000515BI0100001121 |
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