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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹33.7 LAdmitted-Finance | -15.00% | ₹33.7 L | L1 | Admitted-Finance |
| 2 | L2₹34.5 L+₹83,547.26 (2.48%)Admitted-Finance | -12.89% | ₹34.5 L+₹83,547.26 (2.48%) | L2 | Admitted-Finance |
| 3 | L3₹34.5 L+₹84,339.18 (2.51%)Admitted-Finance | -12.87% | ₹34.5 L+₹84,339.18 (2.51%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| 5 | Rejected-Technical WALMI CAMPUS NEAR HIGH COURT P B ROAD BELUR INDUSTRIAL AREA DHARWAD 580 011 | DHARWAD | DHARWAD | KARNATAKA | 580011 | - | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
Tender Value
₹39.6 L
EMD Value
₹80,000
Closing Date
2 Jul 2026, 2:30 pmClosed
AGM CE
FCI RO BENGALURU
Repair to fallen compound wall and connected items for FSD Unkal, Hubli for the year 2025-26
2026_FCI_914239_1
02/2026-27
Open Tender
Civil Works - Buildings
Percentage
120 days
FSD UNKAL
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹80,000
15 Jul 2026
22 Jun 2026
3 Jul 2026
22 Jun 2026
2 Jul 2026
22 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 |
|---|---|---|---|---|---|
| 1 | Clearing jungle including uprooting of rank vegetation, grass,brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 564 | Sqm | 17.12 | ₹9,655.68 |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 3.5 | Cum | 2,368.53 | ₹8,289.86 |
| 3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | 45.2 | cum | 2,004.57 | ₹90,606.56 |
| 4 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :In cement mortar | 64.2 | cum | 2,392.56 | ₹1,53,602.35 |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil. | 207.2 | cum | 172.71 | ₹35,785.51 |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 4.9 | cum | 253.27 | ₹1,241.02 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) level | 11 | cum | 6,628.08 | ₹72,908.88 |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size | 26.6 | cum | 8,801.51 | ₹2,34,120.17 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 59.6 | sqm | 935.34 | ₹55,746.26 |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 39.8 | cum | 10,559.92 | ₹4,20,284.82 |
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