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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.3 LAccepted-AOC | ₹49.3 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹50.9 L+₹1.5 L (3.07%)Rejected-AOC | ₹50.9 L+₹1.5 L (3.07%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹51.8 L+₹2.5 L (5.07%)Rejected-AOC | ₹51.8 L+₹2.5 L (5.07%) | L3 | Rejected-AOC Rejected |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹49.4 L
EMD Value
₹49,372
Closing Date
17 Apr 2026, 6:00 pmClosed
Chief Officer MC Beed
MC Beed
Construction of Cement Concrete Road at Ward No.20 from Idgah Road to Public Water Tank in Beed City Tq. Dist. Beed ( UEE )
2026_DMA_1294141_1
E Tender- 1 / W.D / 2026-27
Open Tender
Civil Works
Percentage
180 days
Beed
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹49,372
29 Jul 2026
10 Apr 2026
20 Apr 2026
10 Apr 2026
17 Apr 2026
10 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 | Construction of Cement Concrete Road at Ward No.20 from Idgah Road to Public Water Tank in Beed City Tq. Dist. Beed | - | - | - | - |
| 2 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 centi metre to 20 centi metre thick including hand packing and compacting etcetera complete. | - | One Cubic Metre | - | - |
| 3 | Providing and laying in-situ M-30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate(VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver, compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6 metre X 0.6 metre centre to centre, admeasuring 80 mili metre at bottom and 40 mili metre at top with depth of 75 mili metre and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | - | One Cubic Metre | - | - |
| 4 | Cutting transverse contraction joints 3 to 4 mili metre wide and depth 60 mili metre .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etcetera complete including subsequent widening of the groove 8 to 10 mili metre wide at top having depth of 15 mili metre as directed by Engineer incharge. | - | One Running Metre | - | - |
| 5 | VQCC Testing Charges | - | - | - | - |
| 6 | Concrete - Compressive Strength of Cement Concrete Cube (Set of 3 Cubes) | - | One Test | - | - |
| 7 | Royalty Charges for Sand [Royalty + Surcharge (2%) + Distt. Mineral Foundation Cess (10%)] | - | One Cubic Metre | - | - |
| 8 | Royalty Charges for All Other Material [Royalty + Surcharge (2%)] | - | One Cubic Metre | - | - |
| 9 | 18% Goods & Service Tax | - | Percent | - | - |
| 10 | 1% Labour Insurance | - | Percent | - | - |
stage.html
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tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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Tendernotice_1.pdf
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BOQ_2223746.xls
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1_CCRoadDrain_49.pdf
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