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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance 5TH FLOOR FLAT NO 504 HATHAI KHEDA ROAD TRANSPORT NAGAR VASUDEV KUTUMBKAM SOCIETY KOKTA HUZUR BHOPAL 462022 M P | BHOPAL | BHOPAL | MADHYA PRADESH | 462022 | L1 | Admitted-Finance | ||
| 2 | L2₹2.1 Cr+₹26.0 L (14.5%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | Rejected-Technical | - | Rejected-Technical Disqualified in TE. |
Tender Value
₹2.8 Cr
EMD Value
₹5.7 L
Closing Date
5 Jan 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AGM (CE)
FCI, RO Bhopal
MCW works at FSD Sheopur Kalan for the year 2025-26. SH Providing Cement Concrete Road. 3rd Call.
2025_FCI_889694_1
24/2025-26
Open Tender
Civil Works
Works
180 days
FSD Sheopur Kalan
As per tender document
3 documents required · 3 mandatory
₹0
₹5.7 L
21 Jan 2026
13 Dec 2025
6 Jan 2026
13 Dec 2025
5 Jan 2026
13 Dec 2025
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 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead up to 50 m, as per direction of Engineer-in-charge. | 95 | Cum | 329.57 | ₹31,309.15 |
| 2 | Dismantling 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 : any kind of road,for all thickness | 4,019 | Sqm | 217.45 | ₹8,73,931.55 |
| 3Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | |||||
| 3.01 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 7 | Cum | 2,434.25 | ₹17,039.75 |
| 3.02 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | 12 | Cum | 1,503.6 | ₹18,043.2 |
| 4 | 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 616 | Cum | 177.5 | ₹1,09,340 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 70 | Cum | 196 | ₹13,720 |
| 6 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity , dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade as per Engg in charge | 4,805 | Sqm | 3.35 | ₹16,096.75 |
| 7 | Providing laying and fixing following GI pipes (medium class) 100mm dia (medium class) in ground complete GI fitting :100 mm dia | 146 | Metre | 1,800 | ₹2,62,800 |
| 8 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in-charge. | 481 | Cum | 4,148.65 | ₹19,95,500.65 |
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