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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.5 LAccepted-AOC | L1 | Accepted-AOC L-1 |
| Sl No | Description | Qty | Unit | Agrawal Chapakal Centre L1 |
|---|---|---|---|---|
| 1.00 | Clearing grass andremoval of rubbish upto a distance of 30 meters outside the periphery of the area as per technical specification clause 201. | 0.45 | Hac | 3,400 ₹1,517.25 Lowest |
| 2.00 | Excavation of road work in soil with hydraulic excavator including cutting and loading in tippers, trimmimg bottom and side slope in accordance with requirement of line grade and cross section and transporting to the embankment location within all lifts & lead upto 1000meter etc. | 478.12 | M3 | 255 ₹1,21,921.88 Lowest |
| 3.00 | Compacting Original ground supporting Subgrade (Loosening of the ground a level of 500mm below the sub-grade level, watered,graded and compacted in layers to meet requirement of Table 300-2 for subgrade construction) | 478.12 | M3 | 127.5 ₹60,960.94 Lowest |
| 4.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads,transporting to site,spreading, grading to required slope and compacted in layers to meet requirement of Table 300-2. | 860.62 | M2 | 102 ₹87,783.75 Lowest |
| 5.00 | Construction of granular sub-base(for grading-I material) byproviding close graded material,spreading to uniform layers with motor graded on prepared surface, mixing in place method with rotavator at OMC and compacting with vibratory roller to achieve desired density complete as per technical specification. | 478.12 | M3 | 765 ₹3,65,765.63 Lowest |
| 6.00 | Construction 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 M-30 grade,coarse or fine aggregate conforming to IS:P383……….curing of concrete slabs for 14 days | 637.5 | M3 | 5,075 ₹32,35,312.5 Lowest |
| 7.00Carriage of material | ||||
| 7.01 | (a) Sand, lead (1+9) km | 502.03 | M3 | 205 ₹1,02,916.41 Lowest |
| 7.02 | (b) Stone chips, lead (1+19) km | 783.17 | M3 | 352.5 ₹2,76,066.98 Lowest |
| 7.03 | (C) STONE METAL - (1+19) KM | 79.61 | M3 | 425 ₹33,833.32 Lowest |
Tender Value
₹57.7 L
EMD Value
₹1.2 L
Closing Date
9 Oct 2025, 3:00 pmClosed
E.E., BCD, Building Division, Ramgarh
E.E., BCD, Building Division, Ramgarh
Construction of PCC road from KK Kolmari Poda to Chururtungi Bastar, Sayal KK Block-Patratu, Ramgarh (Phase-I)
2025_BCD_105333_1
03/BCD/EE/RAMGARH/ 18 /2025-26
Open Tender
Civil Works - Buildings
Works
90 days
Ramgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.2 L
7 Jan 2026
3 Oct 2025
10 Oct 2025
3 Oct 2025
9 Oct 2025
3 Oct 2025
Amount
Clearing grass andremoval of rubbish upto a distance of 30 meters outside the periphery of the area as per technical specification clause 201.
Excavation of road work in soil with hydraulic excavator including cutting and loading in tippers, trimmimg bottom and side slope in accordance with requirement of line grade and cross section and transporting to the embankment location within all lifts & lead upto 1000meter etc.
Compacting Original ground supporting Subgrade (Loosening of the ground a level of 500mm below the sub-grade level, watered,graded and compacted in layers to meet requirement of Table 300-2 for subgrade construction)
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads,transporting to site,spreading, grading to required slope and compacted in layers to meet requirement of Table 300-2.
Construction of granular sub-base(for grading-I material) byproviding close graded material,spreading to uniform layers with motor graded on prepared surface, mixing in place method with rotavator at OMC and compacting with vibratory roller to achieve desired density complete as per technical specification.
Construction 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 M-30 grade,coarse or fine aggregate conforming to IS:P383……….curing of concrete slabs for 14 days
Carriage of material
(a) Sand, lead (1+9) km
(b) Stone chips, lead (1+19) km
(C) STONE METAL - (1+19) KM
(C) STONE DUST - (1+19) KM
Add 18 % GST (in Basic Rate must fill 12)
Add 1% Labour Cess (in Basic Rate must fill 1)
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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