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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.7 LAdmitted-Finance | -2.94% | ₹14.7 L | L1 | Admitted-Finance |
| 2 | L2₹15.0 LAdmitted-Finance | -1.00% | ₹15.0 L | L2 | Admitted-Finance |
| 3 | L3₹15.1 LAdmitted-Finance 0 BHAMI ROAD BARWANI BHAMI ROAD BARWANI MADHYA PRADESH 451551 | BARWANI | MADHYA PRADESH | 451551 | -0.05% | ₹15.1 L | L3 | Admitted-Finance |
| 4 | L4₹15.1 LAdmitted-Finance | -0.03% | ₹15.1 L | L4 | Admitted-Finance |
Tender Value
₹15.1 L
EMD Value
₹1.5 L
Closing Date
13 Apr 2026, 12:00 pmClosed
EO,Nagar Panchayat Dasna
Nagar Panchayat Dasna
Ward no. 01 Salaudin Malik se makan se A.M charaitable hospital tak, Tahir plot se Suhab jafar tyagi ke makan tak , R.CC nali and C.C sadak ka nirman karya
2026_DOLBU_1127834_7
691/NPD-Cont.work/2025-26
Open Tender
Civil Works
30 days
Dasna
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
Yes
EO,Nagar Panchayat Dasna
₹1.5 L
Yes
20 Apr 2026
20 Mar 2026
13 Apr 2026
20 Mar 2026
13 Apr 2026
20 Mar 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 |
|---|---|---|---|---|---|---|
| 1Dismantling ofold Interlocking/ old brick laid on flat kharanja including stacking of old brick . | ||||||
| 2Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in- charge within a distance of 60 meter (200 feet) | ||||||
| 3Cartageofballast,KankarCoal,gritor sand including loading & unloading but excluding stackings on pakka roads 5 Km.For Brick 1000 Nos. Trasfar To Dumping Ground | ||||||
| 4 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 3031 (With Ordinery Earth in Patri work) | 1 | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge. | 1 | Qtl. | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Plain/reinforced cement concrete (Grade M20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 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 vibratory roller to achieve the desired density, complete as per Technical specification clause 402 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8Construction 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 M30 (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, steel plates 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 including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | ||||||
| 9Supply And Fixing of Granite stone for inauguration Board | ||||||
| 10Add GST 18% | ||||||
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