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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-AOC | ₹11.5 L | L1 | Accepted-AOC AOC |
| 2 | L2₹14.8 L+₹3.3 L (28.4%)Rejected-Finance | ₹14.8 L+₹3.3 L (28.4%) | L2 | Rejected-Finance As per Approved TCR |
| 3 | L3₹17.5 L+₹5.9 L (51.5%)Rejected-Finance VILL GOPO PO MAHUWATAND BOKARO PIN 829134 JHARKHAND | RAMGARH | JHARKHAND | 829134 | ₹17.5 L+₹5.9 L (51.5%) | L3 | Rejected-Finance As per Approved TCR |
| 4 | L4₹17.5 L+₹5.9 L (51.5%)Rejected-Finance | ₹17.5 L+₹5.9 L (51.5%) | L4 | Rejected-Finance As per Approved TCR |
Tender Value
₹16.0 L
EMD Value
₹20,000
Closing Date
20 Mar 2026, 5:00 pmClosed
Staff officer (Civil)
office of the Staff officer (Civil) GM Unit Rajrappa Area
Extension of approach road of weigh bridge platform at weigh bridge no.1503 1504 and 1505 under Rajrappa Project Retender
2026_CCL_355776_1
CCL/Rajrappa/GM Unit/Civil/NIT/25-26/38
Open Tender
Civil Works - Roads
Percentage
90 days
Rajrappa Area
As per NIt
4 documents required · 4 mandatory
₹20,000
9 Jul 2026
9 Mar 2026
21 Mar 2026
10 Mar 2026
20 Mar 2026
10 Mar 2026
10 Mar 2026 - 13 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 |
|---|---|---|---|---|---|
| 1 | Part-A 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 up to 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. | 31.5 | Cum | 188.45 | ₹5,936.17 |
| 2 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads lines, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-11 (size range 53 mm to 0.075 mm) having CBR Value-25 | 31.5 | Cum | 2,611.4 | ₹82,259.1 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of cantering and shuttering - All work up to plinth level: 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size). | 31.5 | Cum | 5,524.65 | ₹1,74,026.47 |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) | 42 | Cum | 7,365.5 | ₹3,09,351 |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars. | 4,200 | Kg | 75.85 | ₹3,18,570 |
| 6 | Centring and shuttering including strutting, propping etc, and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. | 42 | Sqm | 262.55 | ₹11,027.1 |
| 7 | Part-B 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 up to 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. | 15.75 | Cum | 188.45 | ₹2,968.09 |
| 8 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads lines, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-11 (size range 53 mm to 0.075 mm) having CBR Value-25 | 15.75 | Cum | 2,611.4 | ₹41,129.55 |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of cantering and shuttering - All work up to plinth level: 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size). | 15.75 | Cum | 5,524.65 | ₹87,013.24 |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) | 21 | Cum | 7,365.5 | ₹1,54,675.5 |
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